20210768 Ver 1_Pre-Filing Request Review_20210413

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office*
Reviewer List*
20210768
Version *
1
Raleigh Regional Office - [phone]
Rick Trone
Pre -Filing Meeting Request submitted 4/13/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Sean Clark
[e-mail]
Hwy 56 Subdivision
Swanlake Holdings LLC
Franklin
Street Address
28 Hayes Court
Address Line 2
City State / Rovince / Region
Franklinton NC
Fbstal / Zip Code Country
27525 United States of America
Is this a transportation project?* r Yes (' No
Type(s) of approval sought from the DWR:
fJ 401 Water Quality Certification - I— 401 Water Quality Certification -
Regular Express
I— Individual Permit I— Modification
r Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes (' No
Do you know the name of the staff member you would like to request a meeting with?
no
Please give a brief project description below and include location information. *
A 54-lot residential subdivision is proposed on the 105-acre parcel. A
single perpendicular road crossing is proposed. No other impacts to
wetlands or streams are proposed. All streams depicted on the USGS and
Soil Survey maps were present in the field so a buffer determination site
meeting was not requested.

Please give a couple of dates you are available for a meeting.
4/29/2021
Please attach the documentation you would like to have the meeting about.
Hwy56 Subdivision vicinity maps.pdf 7.74MB
Pages from Hwy 56 Subdivision_Construction
1.4MB
PI a n s_24 x36_2020-10-29. p d f
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
45eair6-kezte
Submittal Date 4/13/2021
Reviewer Meeting Request Decision
Is a meeting required or is there more info needed?*
r Yes ( No
If rrore information is needed, please add comrents for the errail notification below.

July 10, 2020
S&EC Project No.: 14305.W1
To: FLM Engineering
Attn: Chase Massey
PO Box 91727
Raleigh, NC 27675
Re: Wetland Delineation and Stream Evaluation
Swan Lake Property
Franklin County, NC
Mr. Massey:
On July 08, 2020, S&EC personnel completed the wetland delineation and stream evaluation on the Swan
Lake Property in Franklin County, NC. You will find the attached report detailing our findings. Maps
that further document the wetland and stream related site characteristics are also attached.
The next step in the wetland and stream verification process is to visit the site with the Army Corps of
Engineers’ agent for the Franklin County as well as a representative with NCDWR. S&EC will schedule
these site visits at your request.
As you move forward in planning your development, S&EC personnel are available for site plan review
and permit consultation services. Please contact S&EC if you have any questions related to wetland and
stream regulations or if you need clarification of the attached report.
Sincerely,
SOIL & ENVIRONMENTAL CONSULTANTS, PA
Steven Ball, RF, PWS
Project Manager
Attachments:
1) Wetland Delineation Report
2) USGS site vicinity map
3) NRCS Soil Survey
4) Wetland & Stream Sketch Map
5) Agent Authorization Form

S&EC Project #: 14305.W1
July 10, 2020

DETAILED WETLAND DELINEATION & STREAM EVALUATION FOR THE
SWAN LAKE PROPERTY

On JULY 08, 2020, S&EC personnel completed a detailed wetland delineation and
stream evaluation on the Swan Lake Property (±105 acres). The site is located on 1781 W.
Green Street in Franklinton, NC. Figure 1 and Figure 2 show the location of the site on a USGS
topographic quadrangle and NRCS County Soil Survey, respectively.
EXECUTIVE SUMMARY
We have determined that wetlands and streams generally account for the jurisdictional waters
observed on the site. The attached wetland sketch map depicts the approximate locations of
streams and wetlands identified during our evaluation. Please refer to the sketch map and the
results and recommendations section below for more detailed information.
SCOPE OF WORK
The detailed wetland delineation consisted of traversing the property to examine soils,
vegetation, and hydrology across the site in search of areas that meet the criteria for jurisdictional
wetlands as described by the procedures set forth in the Corps of Engineers Wetlands
Delineation Manual (January 1987 – Final Report) and Reginal Supplement (Version 2.0).
Areas on the site with positive indicators of hydric soils, evidence of wetland hydrology, and
presence of hydrophytic vegetation were flagged with sequentially numbered, pink S&EC logo
flagging. Proof of wetland hydrology would be the existence of hydric soils with oxidized root
channels in the upper 12 inches of the soil profile, water borne deposits, drift lines, scour marks,
drainage patterns, regional indicators of soil saturation, etc. Surface waters such as intermittent
and perennial stream channels, ponds, and lakes, which are also subject to regulation by the US
Army Corps of Engineers (USACE) as waters of the US, were also identified. These surface
waters may also be referred to as jurisdictional waters to indicate that they are within the
jurisdiction of the USACE. It is important to note that wetlands are also classified as waters of
the US and regulated by the USACE under authority of the Clean Water Act (33 USC 1344).
RESULTS & RECOMMENDATIONS
The results of the detailed wetland delineation and stream evaluation are discussed below.

Wetlands and Jurisdictional Waters:
We have determined that jurisdictional waters (i.e., streams and wetlands) exist on the site.
Please refer to the attached “Wetland Sketch Map” for specific flag numbers and approximate
locations.
July 10, 2020
S&EC Project #: 14305.W1
Page 2 of 4
A number of jurisdictional streams were observed during the site evaluation; the approximate
locations of each are illustrated on the attached wetland sketch map. Streams identified on-site
are described below:
 Feature A (Middle Creek) starts off property to the west and is perennial throughout its
extent.
 Feature B (UT to Middle Creek) begins off property to the south and is perennial until its
convergence with Feature A.
 Feature C (UT to Middle Creek) begins off property to the east and is likely perennial
until its convergence with Feature B.
 Feature D (UT to Middle Creek) begins off property to the east and is likely intermittent
until its convergence with Feature C.
 Feature E (UT to Middle Creek) starts at flag S01. This feature is believed to be
intermittent until its convergence with Feature A. NCDWR and USACE should review
this feature.

Surface waters on this site flow into Middle Creek in the Tar-Pamlico River Basin, which has
been classified in “Classification and NC DWQ Standards Applicable to Surface Waters and
Wetlands of North Carolina” as C; NSW.

The wetlands onsite were identified as being a Bottomland Hardwood/Headwater Forest wetland
type as outlined in the publication 1“NCWAM Manual.” This wetland type is common
throughout the piedmont region of North Carolina and is found mainly along headwater streams
like the one onsite.

Tar-Pamlico River Buffers:
The surface waters on site potentially subject to the Tar-Pamlico Riparian Buffers include
features A, B, C, and D. No other surface waters are indicated on either the USGS topographic
or Franklin County Soil Survey maps. S&EC believes the features onsite will be subject as
shown on the attached map. A site meeting with a representative from the NCDWR is required to
confirm our buffer determinations.

All S&EC flags comprising the wetland and jurisdictional waters delineation should be surveyed
for use in site planning and USACE approval and permitting. The entire length of each stream
feature was not flagged but will need to be survey located. Stream features may be located either
along the centerline (with channel widths noted at each survey point) or at the top-of-bank.
Please have the property owner or contracting buyer complete the attached agent authorization
form if you would like S&EC to act on their behalf for requesting approval of the wetland
delineation. This form will also be used in preparing a permit application for impacts to
wetlands or surface waters when we are provided with a plan showing the proposed impacts.
S&EC cannot conduct correspondence with the USACE unless we have agent
authorization (see attached Agent Authorization). This authorization form must be filled
out in its entirety and returned to S&EC (a faxed copy is acceptable).

1“North Carolina Wetland Assessment Method.
July 10, 2020
S&EC Project #: 14305.W1
Page 3 of 4
REGULATIONS
A general list of regulations that apply to jurisdictional wetlands and waters present on the site
are discussed below. Please be aware that other local, state, and federal regulations not included
in this list may also apply. S&EC personnel are available to discuss these regulations as they
apply to your project.

Tar-Pamlico River Buffer Rules:
The Tar-Pamlico River Basin: Nutrient Sensitive Waters Management Strategy: Protection and
Maintenance of Riparian Areas with Existing Forest Vegetation (15A NCAC 2B.0233) rules
apply 50-foot wide riparian buffers directly adjacent to surface waters in the Neuse River Basin
(intermittent streams, perennial streams, lakes, ponds, and estuaries), excluding wetlands. The
rule defines surface waters as features approximately shown on either the most recent version of
the soil survey map prepared by the Natural Resource Conservation Service (NRCS) of the US
Department of Agriculture (USDA) or the 7.5-minute quadrangle topographic maps prepared by
the US Geologic Survey (USGS). Surface waters that appear on these maps are not subject only
if an on-site determination by the NC Division of Water Quality (NC-DWQ) shows that they fall
into one of the following categories:
1) Ditches and manmade conveyances other than modified natural streams;
2) Manmade ponds and lakes that are located outside natural drainage ways; or
3) Ephemeral (stormwater) streams.

Wetland Permitting:
The current Nationwide Permits were issued by the USACE on March 18, 2017. The USACE
Wilmington District issued revised Regional Conditions for the 2017 Nationwide Permits. We
recommend you forward a conceptual site plan to our office for review by our permitting
specialist, who can best advise you of the specific permitting needs as you progress through the
planning process.

Generally, wetland impact permits are issued on a per-project basis as determined by the
USACE. The USACE has determined that impacts on parcels sub-divided from larger tracts are
sometimes considered to be cumulative to existing impacts for the large tract. If this is the case,
then thresholds for notification may not apply to your project and impacts to streams/wetlands
must be considered in light of existing permits.
LIMITATIONS
Our evaluations, conclusions, and recommendations are based on project and site information
available to us at the time of this report and may require modification if there are any changes in
the project or site conditions, or if additional data about the project or site becomes available in
the future. This report is intended for use by FLM Engineering on this project. These findings
are not intended or recommended to be suitable for reuse on extensions of the project or on any
other project. Reuse on extensions of this project or on any other project shall be done only after
written verification or adaptation by SOIL & ENVIRONMENTAL CONSULTANTS, PA, for
the specific purpose intended.
July 10, 2020
S&EC Project #: 14305.W1
Page 4 of 4
CONCLUSION
The wetland and stream delineation for the Swan Lake Property was completed by S&EC on
July 08, 2020. This site contains jurisdictional streams and wetland areas that may require
preconstruction authorization for impacts, depending on the size and nature of the impact (i.e.
road construction, lot fill, stormwater pond construction, etc.). USACE and NCDWR
verification of our site assessment should be obtained. Following verification meetings with
regulatory agencies, the next step in the stream and wetland identification and permitting process
is to obtain a field survey of our delineation for formal approval by the USACE. Upon
completing the survey, these site constraints may then be integrated into planning for property
development.

NC Center for Geographic Information & Analysis
Project Number:
SB
Project Manager:
1" = 00'Scale:
06/26/2020Date:
Map Title:
Source:
Figure 1 - USGS Map
Swanlake Holdings Site
Franklin County, NC
2019 NC Grissom Quad
¯0 1,000 2,000
Feet
14305.W1
A
B
A
C
NC Center for Geographic Information & Analysis
Project Number:
SB
Project Manager:
1" = 1000'Scale:
07/09/2020Date:
Map Title:
Source:
Figure 2 - Soil Survey
Swanlake Holdings Site
Franklin County, NC
Franklin County Soil
Survey Grissom Sheet
¯0 1,000 2,000
Feet
14305.W1
A
A
B C
D
C
A
A
B
C D
B
01 TT CH
11 TT CH
12 & 24 TT CH
25 & 36 TT CH
W1
W2
W3
!?
!?
DP2
DP1
S01 Start
!?
Pipe
E
NC Highway 56
St
at
e Road 1142St
a
t
e
Ro
a
d

1
2
0
0
NC Center for Geographic Information & Analysis
A
A
B
C D
B
01 TT CH
11 TT CH
12 & 24 TT CH
25 & 36 TT CH
W1
W2
W3
!?
!?
DP2
DP1
S01 Start
!?
Pipe
E
NC Highway 56
St
at
e Road 1142St
a
t
e
Ro
a
d

1
2
0
0
NC Center for Geographic Information & Analysis
Prepared by:
JH
Wetland Sketch Map
06/26/2020
1 = 125'
Scale:
SB
14305.W1
Project Mgr.:
Project No.
Swanlake Holdings Site
Franklin County, NC 0250500125
Feet
Legend
Evaluation Area
Potentially Jurisdictional Perennial Stream
Potentially Jurisdictional Intermittent Stream
Potentially Jurisdictional Wetland
Potential 50' Tar-Pamlico Riparian Buffer
2' Franklin County Contours

Detailed Delineation of Waters of the US
Suitable for Preliminary Planning Only

S&EC reserves the right to modify this map based on more fieldwork,
and any other additional information. Approximations were mapped using
topographic maps, air photos and ground truthing. If the site is going
to be disturbed, S&EC’s detailed delineation should be approved and
permitted by the U.S. Army Corps of Engineers as required. If the user of
this work desires an accurate map of the regulated features flagged by
S&EC, they should retain a NC Registered Professional Land Surveyor to
locate S&EC’s flagging.
Job #: 14305.W1
July 08, 2020
1
Site Photos for the Swan Lake Property
Photo 1:Feature A (near northern property line)
Photo 2:Feature A (near northern property line)
Job #: 14305.W1
July 08, 2020
2
Photo 3: Feature E (at start flag)
Photo :Feature E (downstream)
Job #: 14305.W1
July 08, 2020
3
Photo :Feature A (near western property line)
Photo :Feature A (near western property line)
Job #: 14305.W1
July 08, 2020
4
Photo :Feature B
Photo :Feature B
Job #: 14305.W1
July 08, 2020
5
Photo :Wetland 1
Photo 1:Wetland 1
Job #: 14305.W1
July 08, 2020
6
Photo 1:Feature %
Photo 1:Feature %
Job #: 14305.W1
July 08, 2020
7
Photo 1:Wetland 
Photo 1: Feature C (near Wetland 3)
Job #: 14305.W1
July 08, 2020
8
Photo 1:Feature D
Photo 1:Feature D
Job #: 14305.W1
July 08, 2020
9
Photo 1:Uplands
Photo 1:Culvert (near NE property corner)
Job #: 14305.W1
July 08, 2020
10
Photo :Culvert (near NE property corner)
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: ________________________________________ S&EC Project #
Date: _________________
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Field Office: ________________________________________
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 Soil &
Environmental Consultants, PA (S&EC) staff (as my agent) to enter upon the property herein described
for the purpose of conducting on-site investigations and issuing a determination associated with Waters
of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of
the Rivers and Harbors Act of 1899. This document also authorizes S&EC (as my agent) to act on my
behalf and take all actions necessary for the processing, issuance and acceptance of a permit or
certification and any and all associated standard and special conditions.This notification supersedes any
previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): ________________________________________
Site Address: ________________________________________
City, County, State: ________________________________________
PROPERTY OWNER INFORMATION:
Name:
Address:
Phone No.: ( ) Fax No.: ( ) Mobile No.: ( )
Email:
_________________________________________ ________________________
Property Owner (please print) Date
Property Owner Signature
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400405410420425405400395370DATE:10-29-2020SCALE:AS SHOWNDESIGNED BY:FLMAPPROVED BY:FLMPROJECT NO.:20050ORIGINAL PLAN SIZE: 24'' X 36''© 2020 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR INPART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.POST OFFICE BOX 91727RALEIGH, NORTH CAROLINA 27675PHONE: [phone]FIRM NC LICENSE NUMBER C-4222REVISION HISTORYREV#DESCRIPTIONDATEBYSHEET OF 19SCALE ADJUSTMENTTHIS BAR IS 1 INCH IN LENGTHON ORIGINAL DRAWINGIF IT IS NOT 1 INCH ON THISSHEET, ADJUST YOUR SCALEACCORDINGLY01"ISSUEDFOR REVIEWDO NOT USE FOR CONSTRUCTIONWINDSOR LAKES, LLCHWY 56 SUBDIVISIONCONSTRUCTION PLANSFRANKLIN COUNTY, NCGRADING & DRAINAGE PLANC-55010010050SCALE: 1 INCH = 100 FEETNNOTES1.BOUNDARY & TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE,MOSS & PANCIERA, PC ON AUGUST 12, 2020.2.SEE SHEET C-2 FOR STORMWATER DRAINAGE CALCULATIONS.3.PROPOSED CONTOURS SHOWN REPRESENT FINISH GRADES.4.PROPOSED ADA STALLS AND AISLES SHALL HAVE SLOPES NOSTEEPER THAN 1:48 (2%) IN ALL DIRECTIONS.5.CUT AND FILL SLOPE SHALL BE 2.5H:1V UNLESS OTHERWISE NOTED.6.FOR RIPRAP ENERGY DISSIPATER DIMENSIONS AND STONE, REFERTO THE RIPRAP ENERGY DISSIPATER DETAIL ON SHEET C-16.7.ALL DRAINAGE EASEMENTS TO BE PUBLIC.KEYRSD = ROADSIDE DITCHESHW = HEAD WALLSFES - FLARED END SECTIONSCALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949EX. EASEMENTEX. OVERHEAD ELECTRIC LINEEX. ADJACENT OWNERSEX. PROPERTY LINEEX. CHANNEL/STREAMEX. BARBED FENCEEX. ROAD CENTERLINEEX. STORM SEWERLEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFEREX. UNSUITABLE SOILSEX. SHALLOW SUITABLE SOILSEX. WETLANDPROP. EASEMENTPROP. RIGHT-OF-WAYPROP. LOT LINESROAD 1NC HIGHWAY 56(60' PUBLIC R/W)EX. UNSUITABLE SOILS (TYP.)EX. POWER POLE(TYP.)EX. OVERHEADELECTRIC LINE (TYP.)EX. STREAM CN/FWILLIE B. HORDGES& VERNAL HORDGESD.B. 707, PAGE 394PIN# 1846-43-7202N/FMICHAEL DOUGLAS STANBERRYTRUSTEED.B. 1993, PAGE 95PRF 3, SLIDE 90-102PIN# 1846-42-9761N/FCARL MORTON KEARNEY JR.LIFE ESTATED.B. 1601, PAGE 969M.B. 2007, PAGE 1PIN# 1846-52-4286N/FCARL MORTON KEARNEY JR.LIFE ESTATED.B. 1601, PAGE 971M.B. 2007, PAGE 1PIN# 1846-51-6651N/FSHEILA MEDEIROS COWARTPIN# 1846-50-2792N/FMJC PROPERTIES, LLCD.B. 1554, PAGE 217PIN# 1846-21-7938N/FERNEST EDWIN PERRYD.B. 1354, PAGE 907M.B. 2018, PAGE 71PIN# 1846-23-6497N/FERNEST EDWIN PERRYD.B. 1354, PAGE 907M.B. 2000, PAGE 388PIN# 1846-23-8596EX. STREAM DEX. STREAM BEX. STREAM AEX. STREAM EEX. STORM DRAINAGEHEADWALL (TYP.)EX. 14" CCP CULVERT(TYP.)EX. STONEEX. TAR-PAMLICO RIVER RIPARIANBUFFER MEASURED 50' FROM TOP OFBANKEX. TAR-PAMLICO RIVER RIPARIANBUFFER MEASURED 50' FROM TOP OFBANKEX. TAR-PAMLICO RIVER RIPARIANBUFFER MEASURED 50' FROM TOP OFBANKEX. TAR-PAMLICO RIVER RIPARIANBUFFER MEASURED 50' FROM TOP OFBANKR
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ROAD 3ROAD 4PROP. STORM DITCHPROP. MAJOR CONTOUR (5')PROP. MINOR CONTOUR (1')300PROP. FLARED END SECTIONPROP. LIMIT OF DISTURBANCEPROP. STORM SEWERPROP. 10'-WIDESTORM DRAINAGEEASEMENT (TYP.)SWALE 2FES-150' R/W20' ASPHALT (TYP.)PROP. 10' X 70' SIGHTTRIANGLE (TYP.)PROP. 30' X 30' SIGNEASEMENT50' R/W20' ASPHALT (TYP.)50' R/W20' ASPHALT (TYP.)50' R/W20' ASPHALT (TYP.)FES-2HW-3HW-4FES-5FES-6HW-7HW-8FES-10FES-9SWALE 1PROP. 10'-WIDESTORM DRAINAGEEASEMENT (TYP.)AREA TO BE UTILIZEDFOR MATERIAL STORAGEAND LAYDOWNINSET A - MAIL KIOSK DETAILSCALE: 1" = 20'SLOPES TO BE MAXIMUM2% IN ALL DIRECTIONSWITHIN ADA STALL ANDACCESSIBLE AISLENPROP. MAIL KIOSKSEE INSET A.(THIS SHEET)PROP. PERMANENT ROCKCHECK DAMS AT TERMINALPOINT OF SWALE 1.PROP. PERMANENT ROCKCHECK DAMS AT TERMINALPOINT OF SWALE 1.PROP. VARIABLEWIDTH RIGHT-OF-WAYDEDICATIONPROP. 30' LANDSCAPEBUFFERPROP. 10' X 70' SIGHTTRIANGLE (TYP.)PROP. 20'-WIDE PUBLICDRAINAGE EASEMENTPROP. 20'-WIDE PUBLICDRAINAGE EASEMENTPROP. 25' x 25' PUBLICDRAINAGE EASEMENTPROP. 25' x 25' PUBLICDRAINAGE EASEMENTPROP. VARIABLE WIDTH PUBLICDRAINAGE EASEMENTSRSD 206RSD 205RSD 204RSD 203RSD 201RSD 202RSD 101RSD 103RSD 102RSD 104RSD 106RSD 105RSD 107RSD 108RSD 109RSD 110RSD 111RSD 112RSD 113RSD 115RSD 114RSD 116RSD 117RSD 302RSD 301RSD 304RSD 303RSD 406RSD 404RSD 402RSD 401RSD 403RSD 405