20191570 Ver 2_ePCN Application_20210426

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Has this project met the requirements for acceptance in to the review process?*
6 Yes
C No
Is this project a public transportation project?*
CYesr No
Change only if needed.
BIMS # Assigned* Version#*
20191570 2
Is a payment required for this project?*
No payment required
�- Fee received
6 Fee needed - send electronic notification
Reviewing Office *
Washington Regional Office - [phone]
Information for Initial Review
la. Name of project:
Luke's Landing
la. Who is the Primary Contact?*
Landon Weaver
lb. Primary Contact Email:*
[e-mail]
Date Submitted
4/26/2021
Nearest Body of Water
Phillipi Branch
Basin
Tar -Pamlico
Water Classification
C;NSW
Site Coordinates
Latitude:
35.593492
Pre -Filing Meeting Information
ID#
SAW-2018-01072
Pre -fling Meeting or Request Date*
4/1/2021
Longitude:
-77.263509
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form.pdf
What amout is owed?*
F $240.00
$570.00
Select Project Reviewer*
Chris Pullinger:eads\rcpullinger
lc. Primary Contact Phone:*
[phone]
Version
52.41 KB
A. Processing Information
County (or Counties) where the project is located:
Pill

Is this a NCDMS Project
C- Yes f No
Is this project a public transportation project?*
C- Yes f No
la. Type(s) of approval sought from the Corps:
[7 Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
C- Yes
G No
1b. What type(s) of permit(s) do you wish to seek authorization?
fJ Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
✓ Yes F No
Nationwide Permit (NWP) Number: 29 - Residential Developments
NWP Numbers (for multiple NWPS):
Id. Type(s) of approval sought from the DWR:
17 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
C- Yes f No
✓ 401 Water Quality Certification - Express
✓ Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
6 Yes C No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
C- Yes r No
Acceptance Letter Attachment
Luke's Landing DMS Acceptance.pdf 436.26KB
1h. Is the project located in any of NC's twenty coastal counties?
C- Yes 0- No
1j. Is the project located in a designated trout watershed?
C- Yes r' No
B. Applicant Information
Id. Who is applying for the permit?
fJ Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
✓ Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Bill Clark Homes of Greenville, LLC
2b. Deed book and page no.:
DB 3710 Page 739
2c. Responsible party:
Landon Weaver
✓ Yes 6' No
✓ Yes r No
2d.Address

Street Address
200 East Arlington Blvd
Address Line 2
City State / Province / legion
Greenville NC
Postal / Zip Code Country
27858 US
2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
Luke's Landing
lc. Nearest municipality/ town:
Grimesland
2. Project Identification
2a. Property Identification Number:
84889
2c. Project Address
Street Address
NC Hwy 33
Address Line 2
2b. Property size:
66.41
CRY State / Province / legion
Ftstal / Zip Code Country
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Phillipi Branch
3b. Water Resources Classification of nearest receiving water:*
C;NSW
3c. What river basin(s) is your project located in?*
Tar -Pamlico
3d. Please provide the 12-digit HUC in which the project is located.
030201030605
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
There was an existing building onsite up near Hwy 33 when the property was purchased. The remainder of the site was somewhat grown over resembling a pasture. The adjoining
properties are Residential developments.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
a Yes r No r Unknown
4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
SAW-2018-01072
Project History Upload
SAW-2018-01072.pdf
9.49MB
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS.pdf 38.43KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Soil Map.pdf 599.94KB
4f. List the total estimated acreage of all existing wetlands on the property:
4.6
4g. List the total estimated linear feet of all existing streams on the property:

3,260
4h. Explain the purpose of the proposed project:*
This site is proposed as a single family residential development. The property has a blue -line stream w/ wetlands traversing across the parcel and has to be crossed in order to reach
the majority of the property. This crossing will be done as nearly to perpendicular as possible with a 48" culvert and s paved road.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The overall project is a single family residential development. This stream crossing is a tributary to Phillippi Branch that divides the parcel. The types of equipment expected to be on
site are an excavator, mini excavator, 20 ton dump trucks and dozer, all of which would prove beneficial in the installation of this crossing of this size. The proposed pipe is 48" RCP,
which aside from stormwater conveyance would also serve as a conduit for wildlife to cross under the road.
4j. Please upload project drawings for the proposed project.
Pond 2 Discharge.pdf
Stream Crossing.pdf
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
s Yes
Comments:
285.65KB
133.9KB
r No r Unknown
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
(' Preliminary r Approved (' Not Verified r Unknown r N/A
Corps AID Number:
SAW-2018-01072
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Scott Stone
Environmental & Soil Service
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
1 /6/20
5d1. Jurisdictional determination upload
SAW-2018-01072.pdf
signed AJD.pdf
6. Future Project Plans
6a. Is this a phased project?*
CYes 6' No
9.49MB
7MB
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
fJ Wetlands 17 Streams -tributaries
r Open Waters r Pond Construction
2. Wetland Impacts
r Buffers
2a. Site #* (?)
1
2a1 Reason (?)
Blue Line Crossing
2b. Impact type * (?)
P
2c. Type of W.*
Unknown
2d. W. name*
Terisina Road Crossing
2e. Forested*
Yes
2f. Type of
Jurisdicition * (?)
Corps
2g. Impact
area*
0.250
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.250
2h. Comments:
2g. Total Permanent Wetland Impact
0.250

3. Stream Impacts
SI
3a. Reason for impact (?)
Road Crossing
3b.Impact type*
Permanent
3c. Type of impact*
Culvert
3d. S. name*
Terisina Road Crossing
3e. Stream Type*
(?)
Perennial
3f. Type of
Jurisdiction*
Corps
3g. S. width*
5
Average (feet)
3h. Impact
length*
132
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
132
3i. Total stream and ditch impacts:
132
3j. Comments:
3i. Total temporary stream impacts:
0
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
In order to minimize the impacts we are proposing to cross as close to perpendicular to the stream as possible.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The proposed equipment that will be on site is large enough to be able to stay out of the wetlands while installing the crossing which helps minimize
the chance of any unnecessary impacts.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
rr Yes r No
2c. If yes, mitigation is required by (check all that apply):
r DWR fJ Corps
2d. If yes, which mitigation option(s) will be used for this project?
r Mitigation bank fJ Payment to in -lieu fee r Permittee Responsible
program Mitigation
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
( Yes C No
4b. Stream mitigation requested:
(linear feet)
132
4d. Buffer mitigation requested (DWR only):
(square feet)
0
4f. Non -riparian wetland mitigation requested:
(acres)
0
4h. Comments
RIBITS website would not work.
4c. If using stream mitigation, what is the stream temperature:
cool
4e. Riparian wetland mitigation requested:
(acres)
0.25
4g. Coastal (tidal) wetland mitigation requested:
(acres)
0
F. Stormwater Management and Diffuse Flow Plan (required by DWR) v
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
( Yes C No
What type of SCM are you providing?

r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
fJ Other SCM that removes minimum 30% nitrogen
r Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
Const ECP SW Approval Pitt County.pdf 237.27KB
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
✓ Yes f No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
✓ Yes F No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
t: Yes
✓ N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
I7 Local Government r State
Local Government Stormwater Programs
r Phase II fJ NSW r USMP r Water Supply
Please identify which local government stormwater program you are using.
Pitt County
Comments:
G. Supplementary Information
1. Environmental Documentation
r No
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
✓ Yes a No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
✓ Yes a No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
✓ Yes r No
3b. If you answered "no," provide a short narrative description.
The impacts shown are the only ones necessary for this development. There will be no other impacts for this development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
✓ Yes rNor N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
Wastewater from this site ell be collected by a gravity sewer system owned and operated by Greenville Utilities Commission.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
✓ Yes G No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
✓ Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh

5d. Is another Federal agency involved?*
✓ Yes
r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
✓ Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
✓ Yes r No
5g. Does this project involve bridge maintenance or removal?
✓ Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
✓ Yes (No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
✓ Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
US Fish and Wildlife Service
Consultation Documentation Upload
FWS Letter.pdf 120.03KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
✓ Yes rNo
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
Fish and Wildlife Service
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
✓ Yes (No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
State Historic Preservation Office Historic Properties Map
7c. Historic or Prehistoric Information Upload
NCHPO.pdf 35.48KB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
✓ yes (No
8c. What source(s) did you use to make the floodplain determination?*
NC Flood Maps
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
*
7 By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Richard A. Brown
Signature

Date
4/26/2021

ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
TIM BAUMGARTNER
Director
Landon Weaver
Bill Clark Homes of Greenville, LLC
200 E. Arlington Blvd. Suite A
Greenville, NC 27858
NORTH CAROLINA
Environmental Quality
March 25, 2021
Expiration of Acceptance: 9/25/2021
Project: Luke's Landing County: Pitt
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-digit HUC)
Impact Type
Impact Quantity
Tar -Pamlico
03020103
Riparian Wetland
0.25
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].
cc: Richie Brown, agent
Sincerely,
AtuvitAlittAzykv
FOR James. B Stanfill
Asset Management Supervisor
NORTH CAROLINA
Departmental Environmental Quality
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 West Jones Street 11652 Mail Service Center I Raleigh, North Carolina 27699-1652
919.707.8976

SAW-2018-01072
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-01072 County: Pitt U.S.G.S. Quad: NC -Greenville SE
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Bill Clark Homes of Greenville, LLC
Mr. Landon Weaver
Address: 200 E. Arlington Boulevard
Greenville, North Carolina 27858
Telephone Number: 252-317-0940
E-mail: lweaver(a,billclarkhomes.com
Size (acres) 66.41 Nearest Town Grimesland
Nearest Waterway Philippi Branch River Basin Pamlico
USGS HUC 03020103 Coordinates Latitude: 35.593492
Longitude: -77.263509
Location description: The project area is within a small portion of the approximately 66.41- acre tract located west of Tripp
Trail at 5719 NC 33 East in Grimesland, NC. The Tar River is located to the north and Philippi Branch is located along the
western boundary of the parcel. Parcel Index Number: 84889; NC PIN: 5617655716
Description of projects area and activity: This verification authorizes the grading of 0.007 acres of wetlands associated with the
outfall of a stormwater detention pond.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 18. Minor Discharges
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 10/28/2019, and the enclosed revised plans General Grading, Drainage, Erosion
and Sedimentation Control Plan; and Detention Pond Details, dated 12/18/2019. 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 Morehead 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 Emily B. Thompson at [phone]or [e-mail].
Corps Regulatory Official:
Date: 1/6/2020
Expiration Date of Verification: 038/2022

SAW-2018-01072
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.army.mil/cmapex/f?p=136:4:0
Copy furnished (via e-mail):
Agent: Stroud Engineering, PA
Mr. Richie Brown
Address: 107B Commerce Street
Greenville, North Carolina 27858
Telephone Number: 252-756-9352
E-mail: rbrown(astroudengineer.com

SAW-2018-01072
Action ID Number: SAW-2018-01072 County: Pitt
Permittee: Bill Clark Homes of Greenville, LLC, Mr. Landon Weaver
Project Name: Luke's Landing Phase I
Date Verification Issued: 1/6/2020
Project Manager: Emily B. Thompson
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: Emily B. Thompson
Washington Regulatory Office
U.S Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
or
[e-mail]
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

SAW-2018-01072
SPECIAL CONDITIONS
Luke's Landing Phase I
Action ID SAW-2018-01072
1. Work Limits:
All work authorized by this permit shall be performed in strict compliance with the attached
permit plans dated October 28, 2019 and revised plans submitted, which are a part of this permit.
The Permittee shall ensure that the construction design plans for this project do not deviate from
the permit plans attached to this authorization. Any modification to the attached permit plans must
be approved by the U.S. Army Corps of Engineers (Corps) prior to any active construction in
waters or wetlands.
2. Unauthorized Dredge and/or Fill:
Except as authorized by this permit or any Corps -approved modification to this permit, no
excavation, fill or mechanized land -clearing activities shall take place at any time in the
construction or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
3. Sediment and Erosion Control:
a. No fill or excavation impacts for the purposes of sedimentation and erosion control shall
occur within jurisdictional waters, including wetlands, unless the impacts are included on
the plan drawings and specifically authorized by this permit. This includes, but is not
limited to, sediment control fences and other barriers intended to catch sediment losses.
b. The Permittee shall remove all sediment and erosion control measures placed in waters
and/or wetlands, and shall restore natural grades on those areas, prior to project
completion.
c. The Permittee shall use appropriate sediment and erosion control practices which equal or
exceed those outlined in the most recent version of the "North Carolina Sediment and
Erosion Control Planning and Design Manual" to ensure compliance with the appropriate
turbidity water quality standard. Erosion and sediment control practices shall be in full
compliance with all specifications governing the proper design, installation and operation
and maintenance of such Best Management Practices in order to ensure compliance with
the appropriate turbidity water quality standards. This shall include, but is not limited to,
the immediate installation of silt fencing or similar appropriate devices around all areas
subject to soil disturbance or the movement of earthen fill, and the immediate
stabilization of all disturbed areas. Additionally, the project shall remain in full
compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statutes Chapter 113A Article 4). Adequate sedimentation and erosion
control measures shall be implemented prior to any ground disturbing activities to
minimize impacts to downstream aquatic resources. These measures shall be inspected
and maintained regularly, especially following rainfall events. All fill material shall be
adequately stabilized at the earliest practicable date to prevent sediment from entering
into adjacent waters or wetlands.

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FE=28.71 +
100
/ / /
/ / SILT
FENCE
♦
•
♦
TOH=24.00
INV. IN=19.33
INV. OUT=18.0
TOG=25.50
INV.IN=17.31
INV.OUT=17.08
(60
•
•
TOG=23.25
[NV=17.72
OS-1
INV=15.0
\\ `=r \\ I \\ \ \\ \\ 1 N \ \ \ \"
\ \ \ \ \
\\C \1 \ \ \ \\ \\ \\ \
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\a \\\\\\\FFsNCE\
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\ TOG=24.50
INV. IN=18.36
INV.OUT=17.36
FES-3
INV=17.0
ID16A
M24.=.IN=1570
.19
ANV.OUT=17.0
L2- -
1 /
■ /
TOH=24.02
INV.=19.50
SILT
FENCE
0
-21_-
2
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\1.03%
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I 1 11.
INLET 1
PROTECTION
TYP.EACH
BASIN % I
•
•
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1 i 1
1 1
1 I
1
I I
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I I
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£
/ / 1
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FUTURE
PHASE 2
(//
•
cv
•
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TOH=28.02
•
•
TOH=28.02
7
•
/77
BEFORE YOU D G!
NC ONE CALL
(TOLL FREE
(OR 1-800-632-4949)
IT'S THE LAW!
REVISIONS
BY NO. DATE DESCRIPTION
DM 1 10/4/19 ADD WOODS LINE
RAB 2 12/10/19 LOD CLARIFICATION
GENERAL GRADING, DRAINAGE, EROSION
AND SEDIMENTATION CONTROL PLAN
LUKE'S LA\
P--"Asdi
COUNTY NORTHCAROLINA
OWNER:
BILL CLARK HOMES
OF GREENVILLE,LLC
200 E. ARLINGTON BLVD.
DESIGNED:
RAB
DATE:
PROJECT NO.: P1622-002
DRAWING NO.: 003
/19
RICHARD A. BROWN, P.E.
STROUD ENGINEERING, P.A. DRAWN:
107-8 COMMERCE STREET
9/4/19
9.4
SCALE:
APPROVED:
RAB
SHEET 2 OF 4

NORTH
DB 2515, PG 199
\ —
\
•
P8
\
/
//
\.\\ 100 YEAR J��` 14,
\',. FLOOD N \
\
�1/ \1/ �' / \V \[, •\I/ \j/ �� * V!'
1 /,.�y W \i/ v/ W • \I/ \v \I/ \v J\ L•
500 YEARN �^-
FLOODS �`
N RIPARIANN_><,s
N '`,BUFFER \ \\ ' • .• �\ .
SILT FENCE �\ 18 \��' ;'
N -� •'-7
.N lAtILANDS `\1
LINE`---
:—
EMERGENCY `\
SPILLWAY �--�
\W
aW \
OW
OW
0
0<
NW
RIPRAP
L =1 0'
W=6'
D=1 '
10'ELECTRIC
EASEMENT
6" FORCEMA'IN
•
/
A
/
RIPRAP
L =1 2'
W =8 '
D=1 '
\
P1c \
F
\
IP_ -.
)�n
0 rl`
•
\1/\�7 • \li'v• RIPRAP
�•� \1!� L=12'
W=8r_
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\ \ / v ' .1/ NY
/•sue
FES-S
DETEN\TION
9
161
mmilmmio
mw402 mu
Ammo
ticp,
•
19
21
123
17
20
22
2277-
I6
FES
2
o
qo
\
•
•
•
•
•
•
co
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
ZONE 1
0
RIPARIAN
BUFFER
CENTERLINE
•
•
WETLAND AND RIPARIAN
BUFFER IMPACT AREAS
GRADE SWALE FROM END
OF RIP RAP TO DAYLIGHT
AT EL=14.0'
WETLANDS
LINE
IMPACT
PPE @ POND=15.0
WETLANDS IMPACT 311 SF 0.007 AC
RIPARIAN BUFFER IMPACT 821 SF 0.019 AC
ZONE 1 = 420 SF
ZONE 2 = 401 SF
GENERAL NOTES
TEMPORARY POOL
0.5'
PERMANENT POOL
STORAGE
VOLUME
FLOAT
ATTACH POLY LINE B/W
SKIMMER HEAD AND FLOAT
ADJUST LENGTH TO ACHIEVE
0.5' DISTANCE FROM WATER
TO CENTROID OF ORIFICE
TETHER FLOAT TO BERM
WITH POLY LINE TO ENABLE
SKIMMER MAINTENANCE
SEE DETAIL
ARM BETWEEN COUPL ING
AND SK IMMER HEAD
SKIMMER HEAD
SEE DETAIL
SKIMMER ASSEMBLY DETAIL
THROUGH BOLTED
STAINLESS STEEL EYE
FOR FLOAT ATTACHMENT
SECURE CLOTH AROUND
STAINLESS STEEL PIPE CLAMP
FLATTEN INTO DUCKBILL
SHAPE 0.75' FROM END
OF CAP WITH CABLE TIES
Planting seasons:
• Trees / Shrubs
• Herbaceous Plants (Shallow Land)
• Herbaceous Plants (Shallow Water)
OCT to JUNE
OCT to JUNE
APRIL to JUNE (recommended)
MID-SEPT to MID-OCT
• Grasses YEAR ROUND
Planting out of season is not recommended. If construction schedule and planting
schedule do not correspond, stabilize banks (Upland Area and Shallow Land) with
appropriate temporary cover crop and erosion control matting until appropriate planting
season.
MP\\ STA plants should be installed as large drifts (i.e., masses of a single species) within their
— A respective planting areas. Overlapping or weaving of the planting area edges is
recommended.
17
\_\
EASEMENT
•
•
THRHSINA D
\ \
10 YEAR EL=22.49
INLET PROTECTION
TYP.EACH BASIN
All plants shall be directly descended from individuals growing wild within 100 miles of
the project site. If suitable stock cannot be obtained, plants of other genetic provenances
may be utilized with the approval of the local regulatory agencies.
Irrigation may be necessary for Shallow Land and Water zones if prolonged drought
draws water levels 6" or more below normal pool during first summer following plant
installation.
Trees must be identified in the field for easy maintenance after placement in Shallow
Land Area.
DO NOT PLANT CATTAILS. Cattails, although a wetland plant, provide a haven for
mosquitoes and will take over and crowd out other vital vegetation.
----:-....:e.L________/ \ \ \
PERMANENT POOL EL =15. 0
6'
BOTTOM EL=10.0
•
EXCAVATE FORBAY BOTTOM TO ELEVATION 9.0'
TO ALLOW FOR SEDIMENT STORAGE DURING
CONSTRUCTION
SECTION A -A
TOP OF BANK
20 10 0
14.3'
13.3
23.0
24 "RCP
20
qmPlimINIP
MANHOLE TOP
12" CONC. SLAB
12 "COMPACTED STONE
40
20'
OVERFLOW WEIR IN BERM OR
OUTLET STRUCTURE CONTROLS
TEMPORARY POOL ELEVATION
4" PVC TO OUTFALL
OR OUTLET STRUCTURE
4" PVC INVERT CONTROLS
PERMANENT POOL ELEVATION
4" PVC CAP W/2"ORIFICE
DRILLED IN CENTER
GALVANIZED WIRE CLOTH
TRASH SCREEN OVER PVC CAP
MAXIMUM WIRE SPACING I/2"
SKIMMER HEAD DETAIL
DRAPE BAFFLE MATERIAL OVER WIRE STRAND
AND SECURE WITH PLASTIC TIES AT POSTS AND
ON WIRE EVERY 12"
9 GAUGE MIN. HIGH
TENSION WIRE STRAND
SHALL BE SECURED
TO POST TO SUPPORT
BAFFLE MATERIAL
BAFFLE MATERIAL
. IF THE TEMPORARY SEDIMENT BASIN WILL BE
CONVERTED TO A PERMANENT STORMWATER BASIN
OF GREATER DEPTH, THE BAFFLE HEIGHT SHOULD BE
BASED ON THE POOL DEPTH DURING USE AS A
TEMPORARY SEDIMENT BASIN,
NOTE:
INSTALL THREE (3) COIR FIBER BAFFLES IN BASINS
AT DRAINAGE OUTLETS WITH A SPACING OF 1/4 THE
BASIN LENGTH. TWO (2) COIR FIBER BAFFLES CAN BE
INSTALLED IN THE BASINS LESS THAN 20 FT. IN LENGTH
WITH A SPACING OF 1/3 THE BASIN LENGTH.
EMERGENCY SPILLWAY
RIPRAP WITH LINER
\-RIP RAP
ROCK INLET
( 2' TALL x 12 "COMP AC TE D---4-6-60)/10.4VVVSTro--p)
EXTEND 9 GAUGE WIRE TO BASIN SIDE OR INSTALL
T-POST TO ANCHOR BAFFLE TO SIDE OF BASIN AND
SECURE TO VERTICAL POST.
4' MAX
11 GAUGE
LANDSCAPING STAF'LE
VARIABLE DEPTH
SECURE BOTTOM OF BAFFLE TO GROUND
WITH 12" STAPLES A 12" MAXIMUM SPACING.
BAFFLE MATERIAL
STEEL POST
2I-0" DEPTH
BAFFLE MATERIAL SHOULD BE SECURED
TO THE BOTTOM AND SIDES OF BASIN
USING 12" LANDSCAPE STAPLES.
POROUS BAFFLE DETAIL
5'
MANHOLE TOP
17.5
16.5
6 15.0
23.0
WASHED
#57 STONE
W/CAP DRILLED
W/2"DIA. ORIFICE
6:1
OUTLET STRUCTURE DETAIL (--LD
3
EACH WAY
15.0
PERM. POOL
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE
(OR 1-800-632-4949)
IT'S THE LAW!
PLANTS FOR SUBMERGED AND PARTIALLY
SUBMERGED VEGETATIVE SHELVES
Botanical Name
Carex tenera
Eupatoriadelphus dubius
Eupatoriadelphus maculatus
Hibiscus coccineus
Hibiscus laevis
Lobelia cardinalis
Rhynchospora colorata
Saccharum baldwinii
Common Name
Swamp Milkweed
Quill sedge
White Turtlehead
Dwarf Joe Pye Weed
Joe Pye Weed
Spotted trumpetweed
Scarlet rose mallow
Halberdleaf rosemallow
Seashore Mallow
Cardinal flower
Longleaf lobelia
Great blue Lobelia
Starrush whitetop
Norrow plumegrass
THE FOLLOWING CRITERIA APPLY TO VEGETATION IN AND AROUND THE WET POND:
(a) THE DAM STRUCTURE. INCLUDING FRONT AND BACK EMBANKMENT SLOPES OF
THE POND SHALL BE VEGETATED WITH NON -CLUMPING TURF GRASS; TREES
AND WOODY SHRUBS SHALL NOT BE ALLOWED;
(b) THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE DIVERSE
SPECIES OF HERBACEOUS. NATIVE VEGETATION AT A MINIMUM DENSITY OF
50 PLANTS PER 200 SOUARE FEET OF SHELF AREA.
GENERAL NOTES:
-TOPSOIL FROM THE SITE WILL BE SPREAD ACROSS THE SHALLOW WATER
AND SHALLOW LAND ZONES PRIOR TO PLACEMENT OF PLANTS.
-SHRUBS SHOULD BE PLANTED IN CLUMPS TO FORM "LANDSCAPE ISLANDS"
RATHER THAN EVENLY SPACED. THE ISLANDS SHOULD BE A MINIMUM OF
6' APART.
-NO SHRUBS SHOULD BE PLANTED WITHIN 10 FEET OF THE INLET OR OUTLET
PIPES.
SOIL SPEC IF ICAT IONS
SOILS USED WITHIN A STORMWATER BMP MUST ADHERE TO THE FOLLOWING REQUIREMENTS:
1.THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES. STUMPS. ROOTS. OR OTHER
SIMILAR MATERIAL GREATER THAN 2 INCHES.
2.SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY SAND,
WITH NO MORE THAN 10% CLAY (USDA SOIL TEXTURAL CLASSIFICATION).
3.A MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT FOR AREAS PLANTED WITH WOODY
SPECIES AND 5% FOR TURF AREAS.
4.THE PH SHOULD BE BETWEEN 5.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE,
IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO
LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL
PRIOR TO USE.
5.TOPSOIL STOCKPILE LOCATION (IF USING ON -SITE SOILS) OR SOURCE OF TOPSIOL IF
IMPORTED TO THE SITE. SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BMP
FACILITY.
PLANTING SPEC IF ICAT IONS:
- FOR EROSION CONTROL PLANTING AND BANK STABIL I ZAT ION (UPLAND AREA ) FOLLOW EROSION
CONTROL SEEDING SCHEDULE.
- UT IL I ZE A 90-DAY SLOW RELEASE FERT IL I ZER TABLET FOR PLANTS.
-PLACE 3 OR 4 INCHES OF QUAL I TY TOPSOIL TO THE SHALLOW LAND AND SHALLOW WATER REGIONS.
THE PROJECT CAN UT IL IZE THE EX [STING TOPSOIL BY STOCK P IL ING ON SI TE AND AMENDING
SOIL AS NECESSARY BASED ON SOIL ANALYSIS RESULTS.
-THE DETENT ION POND MUST BE STABIL I ZED WI TH IN 14 DAYS OF CONSTRUCT ION.
CONS I DER CONSTRUCT ION SEQUENC I NG SO THAT PLANTS CAN BE PLANTED AND THE POND
CAN BE BROUGHT ONL I NE WI TH IN 14 DAYS.
VEGETATION SCHEDULE
SO. FT. IN
SHELF AREA
PLANT
CATEGORY
# PLANTS OF
CATEGORY IN
SHELF AREA
PLANT REQUIREMENTS:
SELECT PLANTS FROM THE WETLAND PLANT L I ST ABOVE.
A MINIMUM OF TEN (10) DIFFERENT SPECIES. WITH NO MORE THAN
30% OF A SINGLE SPECIES.
A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS
FOR PLANT SURVIVAL/REPLACEMENT. AT THE END OF THE FIRST YEAR
AND AGAIN AT THE END OF THE TWO-YEAR WARRANTY PERIOD, ALL
PLANTS THAT DO NOT SURVIVE MUST BE REPLACED.
THE DESIGN FOR PLANTINGS SHALL MINIMIZE THE NEED FOR HERBICIDES,
FERTILIZERS, PESITICIDES, OR SOIL AMENDMENTS AT ANY TIME BEFORE.
DURING AND AFTER CONSTRUCTION AND ON A LONG TERM BASIS. PLANTINGS
SHALL BE DESIGNED TO MINIMIZE THE NEED FOR MOWING, PRUNING AND
PLANT MATERIAL SHOULD BE PURCHASED FROM A SIMILAR PROVENANCE OR
LOCAL SOURCE TO ENSURE SURVIVABILITY.
REV IS IONS
BY NO. DATE DESCR I PT I ON
DETENTION POND DETAILS
LUKE'S LA
PHASE 1
GR IMEL AND TOWNSHIP
DI
\ G
OWNER: OF GREENVILLE,LLC
200 E. ARLINGTON BLVD.
PHONE: [phone]
DESIGNED: RAB
941
APPROVED:
RAB
DATE:
9/4/19
SCALE:
1 "=20'
SHEET 3 OF 4
PROJECT NO. : P1622-002
DRAWING NO. : 004
VERT: 5/1
RICHARD A. BROWN, P.E.
STROUD ENGINEERING, P.A. DRAWN:
GREENVILLE. NORTH CAROLINA 27858
LICENSE NO.C-06417

D xon
.41,1 j
D _-. e
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C LP
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.14

Soil Map —Pitt County, North Carolina
294700
2948.00
294900
295090
295100
295200
295300
295400
35° 35' 58"N
may.
1©) ��Glmay oa b0 d00110t?ho31 €icooOQ"
35 35 22 N — 35° 35' 22" N
I I I I I I I
4600 294700 294800 291900 299000 295100 295200 295
Map Scale: 1:5,330 if punted an A porsait (8.5" x 11") sheet. -
F N Meters
0 50 100 200 300
A Feet
0 250 501 1000 1500
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 18N WG584
u56A Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
R
9/17/2019
Page 1 of 3

Soil Map —Pitt County, North Carolina
MAP LEGEND MAP INFORMATION
Area of Interest (AOI) • Spoil Area
E Area of Interest (AOI) Q Stony Spat
Soils
lb Very Stony Spat
Q Soil Map Unit Polygons
Wet Spot
• Soil Map Unit Lines
• Soil Map Unit Points
A Other
Special Line Features
Special Point Features
ea Blowout Water Features
Transportation
11 Clay Spot Rails
d Closed Depression M� Interstate Highways
X Gravel Pit ▪ US Routes
• Gravelly Spot
Major Roads
O Landfill Local Roads
A. Lava Flow Background
A. Marsh or swamp Aerial Photography
.--- Streams and Canals
• Borrow Pit
• Mine or Quarry
O Miscellaneous Water
O Perennial Water
Rock Outcrop
+ Saline Spot
Sandy Spot
▪ Severely Eroded Spot
8 Sinkhole
11, Slide or Slip
• Sodic Spot
The soil surveys that comprise your AOI were mapped at
1:15,800.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Pitt County, North Carolina
Survey Area Data: Version 15, Sep 10, 2018
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 20, 2015—May
15, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
LISP{ Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
9/17/2019
Page 2 of 3

Soil Map —Pitt County, North Carolina
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
Bb
Bibb complex
16.6
20.1
CrA
Craven fine sandy loam, 0 to 1
percent slopes
2.6
3.1%
CrB
Craven fine sandy loam, 1 to 6
percent slopes
11.4
13.7%
CrB2
Craven fine sandy loam, 1 to 6
percent slopes, eroded
11.6
14.0
CrC
Craven fine sandy loam, 6 to
10 percent slopes
17.1
20.6%
LoA
Lenoir loam, 0 to 1 percent
slopes
13.6
16.4
OcB
Ocilla loamy fine sand, 0 to 4
percent slopes
2.0
2.5%
W
Water
1.9
2.3
WaB
Wagram loamy sand, 0 to 6
percent slopes
2.9
3.5%
WaC
Wagram loamy sand, 6 to 10
percent slopes
0.9
1.1
WkB
Wickham sandy loam, 0 to 6
percent slopes
2.3
2.7%
Totals for Area of Interest
82.8
100.0
IKDA Natural Resources Web Soil Survey 9/17/2019
Conservation Service National Cooperative Soil Survey Page 3 of 3

RIPRAP
L=13'
W=8.5'
D=1 '
TONS=7.5
50' TAR-PAMLICO
RIPARIAN BUFFER
1 "=20'
OUTLET
STRUCTURE #2
WETLANDS
•
IMPACT
AREA LINE
w �L
• �L
NIL
NIL �L VTR AIL
•
WETLAND AND RIPARIAN
BUFFER IMPACT AREAS
WETLANDS
IMPACT
N/A
N/A
ZONE 1
N/A
N.A
ZONE 2
393
SF
0.009 AC
RIPARIAN
BUFFER IMPACT
393 SF 0.009
AC
RIPRAP
L=12'
W=7.5'
D=1 '
TONS=6.5
/
/
/ / - i
/ /
/ I/I' �'
I I 1 r'
/ \Id- I i
I 1(V� 1 1
1
NORTH
DB 2515, P 9G 11 9
RIPRAP
L=13'
W=8.5'
D=1 '
TONS=7.5
df
// // CD_
/ / /
/ r / /N�',i.
I / / // / // >1 ,
�� / / / ,
76'
a / /
1 1 1,r
111 1
o, 1 1 1 /
N I 1 I 1 /
I I I 11
\ 1 1 I I
II \ 1 1
1 N 1 I \\ \ \�
) II 1 I Lo I
RIPRAP
L=13'
W=8.5'
D=1 '
TONS=7.5
TOB=21.0
, I- I I \ I \\ 1
1 1 1
I I I
1 1
1 I
I 1 1
1 I I
1 1 I
1 1
1 1
N
\
DETENSION'
AS-15
/
W 1 I\)
X,1 \ \
1 \ \
\ \/
/ \
I
/Ul
I
'�' 1 l
'a / o
/ /
/ / /
,/ / ,/
10 YEAR EL=20.80
g 1' SEDIMENT STORAGE S8
EXCAVATE FORBAY BOTTOM TO ELEVATION 8.0'
TO ALLOW FOR SEDIMENT STORAGE DURING
CONSTRUCTION
SECTION A -A
VERT: 5/1
1 1
1 1
1 1
1 1 1 1
1 I
I
II
I
1
/
/
/
/
/
GENERAL PLANTING NOTES
Planting seasons:
• Trees / Shrubs
• Herbaceous Plants (Shallow Land)
• Herbaceous Plants (Shallow Water)
• Grassses
OCT to JUNE
OCT to JUNE
APRIL to JUNE(recommended)
MID-SEPT to MID-OCT
YEAR ROUND
ATTACH TO
OUTLET STRUCTURE
Planting out of season is not recommended. If construction schedule and planting
schedule do not correspond, stabilize banks (Upland Area and Shallow Land) with
appropriate temporary cover crop and erosion control matting until appropriate planting
season.
Plants should be installed as large drifts (i.e., masses of a single species) within their
respective planting areas. Overlapping or weaving of the planting area edges is
recommended.
All plants shall be directly descended from individuals growing wild within 100 miles of
the project site. If suitable stock cannot be obtained, plants of other genetic provenances
may be utilized with the approval of the local regulatory agencies.
Irrigation may be necsessary for Shallow Land Water zones if prolonged drought
draws water levels 6" or more below normal pool during first summer following plant
installation.
Trees must be identified in the field for easy maintenance after placement in Shallow
Land Area.
DO NOT PLANT CATTAILS. Cattails, although a wetland plant, provide a haven for
mosquitoes and will take over and crown out other vital vegetaion.
TOB=21 .0
/
/
/
r
—
•
•
•
DRAPE BAFFLE MATERIAL OVER WIRE STRAND
AND SECURE WITH PLASTIC TIES AT POSTS AND
ON WIRE EVERY 12"
9 GAUGE MIN. HIGH
TENSION WIRE STRAND
SHALL BE SECURED
TO POST TO SUPPORT
BAFFLE MATERIAL
FLOAT
4" SCH 80 PVC
4" SCH 80 PVC
CROSS W/ CAP
ATTACH FLEXIBLE
HOSE TO ORIFICE
TEE PER MANUFACTURERS
RECOMMENDATIONS
...1511111116
_IMPEIP'�Op".
4" CAP W/ 2" DIA.
ORIFICE.PROVIDE ORIFICE
AT THE SAME TIME THE
SKIMMER IS TO BE REMOVED.
WATER ENTRY UNIT
WITH TRASH SCREEN
ORIFICE OPENING INSIDE
THE HORIZONTAL TUBE WITH
A CONSTANT HYDRAULIC HEAD
SCHEDULE 40 PVC
PIPE (BARREL OR ARM)
FLEXIBLE HOSE
TOP VIEW
EXTEND 9 GAUGE WIRE TO BASIN SIDE OR INSTALL
T-POST TO ANCHOR BAFFLE TO SIDE OF BASIN AND
SECURE TO VERTICAL POST.
4' MAX.
FI ... -n-n-
L-ILJLJE -W.11i .111III.
LJ
BAFFLE MATERIAL
'IF THE TEMPORARY SEDIMENT BASIN WILL BE
CONVERTED TO A PERMANENT STORMWATER BASIN
OF GREATER DEPTH, THE BAFFLE HEIGHT SHOULD BE
BASED ON THE POOL DEPTH DURING USE AS A
TEMPORARY SEDIMENT BASIN.
11=11 L=111
u
NOTE,
INSTALL THREE (3) COIR FIBER BAFFLES IN BASINS
AT DRAINAGE OUTLETS WITH A SPACING OF 1/4 THE
BASIN LENGTH. TWO (2) COIR FIBER BAFFLES CAN BE
INSTALLED IN THE BASINS LESS THAN 20 FT. IN LENGTH
WITH A SPACING OF 1/3 THE BASIN LENGTH.
i __VARIABLE DEPTH
/
SECURE BOTTOM OF BAFFLE TO GROUND
WITH 12" STAPLES A 12" MAXIMUM SPACING.
11 GAUGE
LANDSCAPING STAPLE
I -III -III -III-
-III-III-III-I I I
1=1 1 1=1 1 1=1 1 1=1 1 1
BAFFLE MATERIAL
I-IIIIIIIII1 E
III -III -III -III -I I
-1 1 1-1 1 1-1 1 1-1 1 1-
STEEL POST
2'-0" DEPTH
BAFFLE MATERIAL SHOULD BE SECURED
TO THE BOTTOM AND SIDES OF BASIN
USING 12" LANDSCAPE STAPLES.
POROUS BAFFLE DETAIL
30 15 0 30
60
4" DIA.PVC
W/CAP DRILLED
W/2"DIA. ORIFICE
TEMPORARY POOL
PERMANENT POOL EL 16.00
ELEVATION
VIEW
FLOAT
57
WATER ENTRY UNIT
END VIEW
2" SKIMMER
FAIRCLOTH SKINNIER
EL=21.50
STAINLESS STEEL
TRASH RACK
24"ORIFICE
W/SS TRASH RACK
15.0
17 40
SCALE: NTS
5'
6'
6'
Top OF BANK
36" RCP
2"RVC ORIFICE
irMANHOLE TOP
STAINLESS STEEL
TRASH RACK
CAPPED END
2" PVC TEE
7. PERMANENT POOL 16.00
' ORIFICE
OUTLET STRUCTURE DETAIL
SCALE: N.T.S.
C8
PLANTS FOR SUBMERGED AND PARTIALLY
SUBMERGED VEGETATIVE SHELVES
Botanical Name
Carex tenera
Chelone glabra
Hibiscus coccineus
Hibiscus laevis
Lobelia cardinalis
Lobelia elongata
Lobelia siphilitica
Rhynchospora colorata
Common Name
Swamp Milkweed
Quill sedge
White Turtlehead
Dwarf Joe Pye Weed
Joe Pye Weed
Spotted trumpetweed
Scarlet rose mallow
Seashore Mallow
Cardinal flower
Longleaf lobelia
Great blue Lobelia
Starrush whitetop
THE FOLLOWING CRITERIA APPLY TO VEGETATION IN AND AROUND THE WET POND:
(a) THE DAM STRUCTURE. INCLUDING FRONT AND BACK EMBANKMENT SLOPES OF
THE POND SHALL BE VEGETATED WITH NON -CLUMPING TURF GRASS; TREES
AND WOODY SHRUBS SHALL NOT BE ALLOWED;
(b) THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE DIVERSE
SPECIES OF HERBACEOUS. NATIVE VEGETATION AT A MINIMUM DENSITY OF
50 PLANTS PER 200 SQUARE FEET OF SHELF AREA.
GENERAL NOTES:
- TOPSOIL FROM THE SITE WILL BE SPREAD ACROSS THE SHALLOW WATER
AND SHALLOW LAND ZONES PRIOR TO PLACEMENT OF PLANTS.
- SHRUBS SHOULD BE PLANTED IN CLUMPS TO FORM "LANDSCAPE ISLANDS"
RATHER THAN EVENLY SPACED. THE ISLANDS SHOULD BE A MINIMUM OF
6' APART.
- NO SHRUBS SHOULD BE PLANTED WITHIN 10 FEET OF THE INLET OR OUTLET
SOIL SPECIFICATIONS
SOILS USED WITHIN A STORMWATER BMP MUST ADHERE TO THE FOLLOWING REQUIREMENTS:
1.THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER
SIMILAR MATERIAL GREATER THAN 2 INCHES.
2.SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY SAND,
WITH NO MORE THAN 10% CLAY (USDA SOIL TEXTURAL CLASSIFICATION).
3.A MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT FOR AREAS PLANTED WITH WOODY
SPECIES AND 5% FOR TURF AREAS.
4.THE PH SHOULD BE BETWEEN 5.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE,
IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO
LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL
PRIOR TO USE.
5.TOPSOIL STOCKPILE LOCATION (IF USING ON -SITE SOILS) OR SOURCE OF TOPSOIL IF
IMPORTED TO THE SITE. SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BMP
PLANTING SPECIFICATIONS:
- FOR EROSION CONTROL PLANTING AND BANK STABILIZATION (UPLAND AREA) FOLLOW EROSION
CONTROL SEEDING SCHEDULE.
- UTILIZE A 90-DAY SLOW RELEASE FERTILIZER TABLET FOR PLANTS.
- PLACE 3 OR 4 INCHES OF QUALITY TOPSOIL TO THE SHALLOW LAND AND SHALLOW WATER REGIONS.
THE PROJECT CAN UTILIZE THE EXISTING TOPSOIL BY STOCK PILING ON SITE AND AMENDING
SOIL AS NECESSARY BASED ON SOIL ANALYSIS RESULTS.
- THE DETENTION POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION.
CONSIDER CONSTRUCTION SEQUENCING SO THAT PLANTS CAN BE PLANTED AND THE POND
CAN BE BROUGHT ONLINE WITHIN 14 DAYS.
VEGETATION SCHEDULE
SQ. FT. IN
SHELF AREA
PLANT
CATEGORY
4 PLANTS OF
CATEGORY IN
SHELF AREA
PLANT REQUIREMENTS:
SELECT PLANTS FROM THE WETLAND PLANT LIST ABOVE.
A MINIMUM OF TEN (10) DIFFERENT SPECIES, WITH NO MORE THAN
30% OF A SINGLE SPECIES.
A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS
FOR PLANT SURV1VAL/REPLACEMENT. AT THE END OF THE FIRST YEAR
AND AGAIN AT THE END OF THE TWO-YEAR WARRANTY PERIOD, ALL
PLANTS THAT DO NOT SURVIVE MUST BE REPLACED.
THE DESIGN FOR PLANTINGS SHALL MINIMIZE THE NEED FOR HERBICIDES,
FERTILIZERS, PESITIGIDES, OR SOIL AMENDMENTS AT ANY TIME BEFORE,
DURING AND AFTER CONSTRUCTION AND ON A LONG TERM BASIS. PLANTINGS
SHALL BE DESIGNED TO MINIMIZE THE NEED FOR MOWING, PRUNING AND
IRRIGATION.
PLANT MATERIAL SHOULD BE PURCHASED FROM A SIMILAR PROVENANCE OR
LOCAL SOURCE TO ENSURE SURVIVABILITY.
DO HOU USE FON
COHSTINUCT1 OH
CONSTRUCTION PLAN
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
(OR 1-800-632-4949)
IT'S THE LAW!
DETENTION
POND #2 DETAILS
LUKE'S LA
\ DI
\ G
COUNTY
NORTH CAROLINA
PHONE :
OWNER:
200 E. ARLINGTON BLVD.
SUITE A
[phone]
PROJECT NO. : P1622-001
DRAWING NO. : 023
RICHARD A. BROWN, P.E.
STROUD ENGINEERING, P.A. DRAWN:
107-8 COMMERCE STREET
GREENVILLE. NORTH CAROLINA 27858
LICENSE NO.C-064T
401
APPROVED:
RAB
DATE:
1/26/21
SCALE:

60' R/W
STA.0+33.5
CL TERESINA
FE=21 .50
END OF 48'
20 STA. 0+00
INV=14.72
18
16
FES-7
1NV=14.75
14
CP
a..
0
CO
CO
CO
v O_
FINISHED GRADE FROM
R/W DOWN TO . PIPE @
3:1 FOR STABILIZATION
END
STA
OF 48 "RCP
• 0+71 20
INV^14.52
EXISTING
GRADE
FES-6
INV=14.49
18
16
14
CB-8
STA.0+20 _.
TOH=21 .50
1 NV. =1 4.66
0.00
CB-7
STA.0+47
TOH=21 .50
INV.=14.59
1.00
PROFILE OF 48" RCP
CROSSING TERESINA DRIVE
SCALE: H:1"=50'
V=1 "= 2'
PUMP
STATION
rn
\lit- • \
. \-
- " \ " IMP A\� 1"\
\ �- -\" " "\a\\\e.--
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7
7
NORTH
DB 2515, PG 199
RIPRAP
L=16'
W=18.5'
D=1 .25'
TONS=25 i \
\ -` 1
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TERESINA DRIVE
(60' PUBLIC R/W 27' BC/BC)
\
FES17"
WETLANDS AND RIPARIAN
BUFFER IMPACT AREA
20 10 0 20 40
SCALE: 1 "=20'
/
/
/
/
WETLAND AND RIPARIAN
BUFFER IMPACT AREAS
WETLANDS IMPACT
10,706
SF
0.25
AC
ZONE 1
8,946
SF
0.21
AC
ZONE 2
5,824
SF
0.13
AC
RIPARIAN BUFFER IMPACT:
14,770 SF
0.34
AC
STREAM IMPACT: 132 LF
LEGEND
RIPARIAN BUFFER(LINE)
RIPARIAN BUFFER(SYM)
WETLANDS LINE
WETLANDS(SYM1
100 YEAR FOOD
500 YEAR FLOOD
EXISTING CONTOUR(MAJOR)
EXISTING CONTOUR(MINOR)
FINISHED ELEVATION FE 32.00
SILT FENCE
PROPOSED PIPE
INLET PROTECTION
EXISTING DROP INLET ❑
PROPOSED DROP INLET/CATCH BASIN
FLARED END SECTION
EXISTING CL DITCH
- - .28- - -
28
•
I•I
•
PRE _ N_HARW DR ANll_He
DO HOOU USE FOR
COOHSURUOU_OOH
CONSTRUCTION PLAN
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
(OR 1-800-632-4949 )
IT'S THE LAW!
REVISIONS
BY NO. DATE DESCRIPTION
WETLANDS AND RIPARIAN BUFFER
IMPACT AREA CROSSING TERESINA DRIVE
LI_?I'E'S LA
\DING
GRIMELAND TOWNSHIP
PITT COUNTY NORTH CAROLINA
OWNER: BILL CLARK HOMES
OF GREENVILLE,LLC
ADDRESS•200 E. ARLINGTON BLVD.
:OF
A
GREENVILLE, NC 27858
PHONE: [phone]
PROJECT NO.: P1622-002
DRAWING NO.: 025
GRAPHIC SCALE: 1 "= 20'
RICHARD A. BROWN, P.E.
DESIGNED:RAB DATE:1/26/21
STROUD ENGINEERING, P.A. DRAWN: SCALE:
107-8 COMMERCE STREET 1"=20'
GREENVILLE. NORTH CAROLINA 27858 APPROVED:
[phone] SHEET C200F 24
LICENSE NO.C-0647 RAB

SAW-2018-01072
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-01072 County: Pitt U.S.G.S. Quad: NC -Greenville SE
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Bill Clark Homes of Greenville, LLC
Mr. Landon Weaver
Address: 200 E. Arlington Boulevard
Greenville, North Carolina 27858
Telephone Number: 252-317-0940
E-mail: lweaver(a,billclarkhomes.com
Size (acres) 66.41 Nearest Town Grimesland
Nearest Waterway Philippi Branch River Basin Pamlico
USGS HUC 03020103 Coordinates Latitude: 35.593492
Longitude: -77.263509
Location description: The project area is within a small portion of the approximately 66.41- acre tract located west of Tripp
Trail at 5719 NC 33 East in Grimesland, NC. The Tar River is located to the north and Philippi Branch is located along the
western boundary of the parcel. Parcel Index Number: 84889; NC PIN: 5617655716
Description of projects area and activity: This verification authorizes the grading of 0.007 acres of wetlands associated with the
outfall of a stormwater detention pond.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 18. Minor Discharges
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 10/28/2019, and the enclosed revised plans General Grading, Drainage, Erosion
and Sedimentation Control Plan; and Detention Pond Details, dated 12/18/2019. 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 Morehead 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 Emily B. Thompson at [phone]or [e-mail].
Corps Regulatory Official:
Date: 1/6/2020
Expiration Date of Verification: 038/2022

SAW-2018-01072
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.army.mil/cmapex/f?p=136:4:0
Copy furnished (via e-mail):
Agent: Stroud Engineering, PA
Mr. Richie Brown
Address: 107B Commerce Street
Greenville, North Carolina 27858
Telephone Number: 252-756-9352
E-mail: rbrown(astroudengineer.com

SAW-2018-01072
Action ID Number: SAW-2018-01072 County: Pitt
Permittee: Bill Clark Homes of Greenville, LLC, Mr. Landon Weaver
Project Name: Luke's Landing Phase I
Date Verification Issued: 1/6/2020
Project Manager: Emily B. Thompson
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: Emily B. Thompson
Washington Regulatory Office
U.S Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
or
[e-mail]
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

SAW-2018-01072
SPECIAL CONDITIONS
Luke's Landing Phase I
Action ID SAW-2018-01072
1. Work Limits:
All work authorized by this permit shall be performed in strict compliance with the attached
permit plans dated October 28, 2019 and revised plans submitted, which are a part of this permit.
The Permittee shall ensure that the construction design plans for this project do not deviate from
the permit plans attached to this authorization. Any modification to the attached permit plans must
be approved by the U.S. Army Corps of Engineers (Corps) prior to any active construction in
waters or wetlands.
2. Unauthorized Dredge and/or Fill:
Except as authorized by this permit or any Corps -approved modification to this permit, no
excavation, fill or mechanized land -clearing activities shall take place at any time in the
construction or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
3. Sediment and Erosion Control:
a. No fill or excavation impacts for the purposes of sedimentation and erosion control shall
occur within jurisdictional waters, including wetlands, unless the impacts are included on
the plan drawings and specifically authorized by this permit. This includes, but is not
limited to, sediment control fences and other barriers intended to catch sediment losses.
b. The Permittee shall remove all sediment and erosion control measures placed in waters
and/or wetlands, and shall restore natural grades on those areas, prior to project
completion.
c. The Permittee shall use appropriate sediment and erosion control practices which equal or
exceed those outlined in the most recent version of the "North Carolina Sediment and
Erosion Control Planning and Design Manual" to ensure compliance with the appropriate
turbidity water quality standard. Erosion and sediment control practices shall be in full
compliance with all specifications governing the proper design, installation and operation
and maintenance of such Best Management Practices in order to ensure compliance with
the appropriate turbidity water quality standards. This shall include, but is not limited to,
the immediate installation of silt fencing or similar appropriate devices around all areas
subject to soil disturbance or the movement of earthen fill, and the immediate
stabilization of all disturbed areas. Additionally, the project shall remain in full
compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statutes Chapter 113A Article 4). Adequate sedimentation and erosion
control measures shall be implemented prior to any ground disturbing activities to
minimize impacts to downstream aquatic resources. These measures shall be inspected
and maintained regularly, especially following rainfall events. All fill material shall be
adequately stabilized at the earliest practicable date to prevent sediment from entering
into adjacent waters or wetlands.

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500 YEAR FLOOD
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BEFORE YOU D G!
NC ONE CALL
(TOLL FREE
(OR 1-800-632-4949)
IT'S THE LAW!
REVISIONS
BY NO. DATE DESCRIPTION
DM 1 10/4/19 ADD WOODS LINE
RAB 2 12/10/19 LOD CLARIFICATION
GENERAL GRADING, DRAINAGE, EROSION
AND SEDIMENTATION CONTROL PLAN
LUKE'S LA\
P--"Asdi
COUNTY NORTHCAROLINA
OWNER:
BILL CLARK HOMES
OF GREENVILLE,LLC
200 E. ARLINGTON BLVD.
DESIGNED:
RAB
DATE:
PROJECT NO.: P1622-002
DRAWING NO.: 003
/19
RICHARD A. BROWN, P.E.
STROUD ENGINEERING, P.A. DRAWN:
107-8 COMMERCE STREET
9/4/19
9.4
SCALE:
APPROVED:
RAB
SHEET 2 OF 4

NORTH
DB 2515, PG 199
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RIPARIAN
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•
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WETLAND AND RIPARIAN
BUFFER IMPACT AREAS
GRADE SWALE FROM END
OF RIP RAP TO DAYLIGHT
AT EL=14.0'
WETLANDS
LINE
IMPACT
PPE @ POND=15.0
WETLANDS IMPACT 311 SF 0.007 AC
RIPARIAN BUFFER IMPACT 821 SF 0.019 AC
ZONE 1 = 420 SF
ZONE 2 = 401 SF
GENERAL NOTES
TEMPORARY POOL
0.5'
PERMANENT POOL
STORAGE
VOLUME
FLOAT
ATTACH POLY LINE B/W
SKIMMER HEAD AND FLOAT
ADJUST LENGTH TO ACHIEVE
0.5' DISTANCE FROM WATER
TO CENTROID OF ORIFICE
TETHER FLOAT TO BERM
WITH POLY LINE TO ENABLE
SKIMMER MAINTENANCE
SEE DETAIL
ARM BETWEEN COUPL ING
AND SK IMMER HEAD
SKIMMER HEAD
SEE DETAIL
SKIMMER ASSEMBLY DETAIL
THROUGH BOLTED
STAINLESS STEEL EYE
FOR FLOAT ATTACHMENT
SECURE CLOTH AROUND
STAINLESS STEEL PIPE CLAMP
FLATTEN INTO DUCKBILL
SHAPE 0.75' FROM END
OF CAP WITH CABLE TIES
Planting seasons:
• Trees / Shrubs
• Herbaceous Plants (Shallow Land)
• Herbaceous Plants (Shallow Water)
OCT to JUNE
OCT to JUNE
APRIL to JUNE (recommended)
MID-SEPT to MID-OCT
• Grasses YEAR ROUND
Planting out of season is not recommended. If construction schedule and planting
schedule do not correspond, stabilize banks (Upland Area and Shallow Land) with
appropriate temporary cover crop and erosion control matting until appropriate planting
season.
MP\\ STA plants should be installed as large drifts (i.e., masses of a single species) within their
— A respective planting areas. Overlapping or weaving of the planting area edges is
recommended.
17
\_\
EASEMENT
•
•
THRHSINA D
\ \
10 YEAR EL=22.49
INLET PROTECTION
TYP.EACH BASIN
All plants shall be directly descended from individuals growing wild within 100 miles of
the project site. If suitable stock cannot be obtained, plants of other genetic provenances
may be utilized with the approval of the local regulatory agencies.
Irrigation may be necessary for Shallow Land and Water zones if prolonged drought
draws water levels 6" or more below normal pool during first summer following plant
installation.
Trees must be identified in the field for easy maintenance after placement in Shallow
Land Area.
DO NOT PLANT CATTAILS. Cattails, although a wetland plant, provide a haven for
mosquitoes and will take over and crowd out other vital vegetation.
----:-....:e.L________/ \ \ \
PERMANENT POOL EL =15. 0
6'
BOTTOM EL=10.0
•
EXCAVATE FORBAY BOTTOM TO ELEVATION 9.0'
TO ALLOW FOR SEDIMENT STORAGE DURING
CONSTRUCTION
SECTION A -A
TOP OF BANK
20 10 0
14.3'
13.3
23.0
24 "RCP
20
qmPlimINIP
MANHOLE TOP
12" CONC. SLAB
12 "COMPACTED STONE
40
20'
OVERFLOW WEIR IN BERM OR
OUTLET STRUCTURE CONTROLS
TEMPORARY POOL ELEVATION
4" PVC TO OUTFALL
OR OUTLET STRUCTURE
4" PVC INVERT CONTROLS
PERMANENT POOL ELEVATION
4" PVC CAP W/2"ORIFICE
DRILLED IN CENTER
GALVANIZED WIRE CLOTH
TRASH SCREEN OVER PVC CAP
MAXIMUM WIRE SPACING I/2"
SKIMMER HEAD DETAIL
DRAPE BAFFLE MATERIAL OVER WIRE STRAND
AND SECURE WITH PLASTIC TIES AT POSTS AND
ON WIRE EVERY 12"
9 GAUGE MIN. HIGH
TENSION WIRE STRAND
SHALL BE SECURED
TO POST TO SUPPORT
BAFFLE MATERIAL
BAFFLE MATERIAL
. IF THE TEMPORARY SEDIMENT BASIN WILL BE
CONVERTED TO A PERMANENT STORMWATER BASIN
OF GREATER DEPTH, THE BAFFLE HEIGHT SHOULD BE
BASED ON THE POOL DEPTH DURING USE AS A
TEMPORARY SEDIMENT BASIN,
NOTE:
INSTALL THREE (3) COIR FIBER BAFFLES IN BASINS
AT DRAINAGE OUTLETS WITH A SPACING OF 1/4 THE
BASIN LENGTH. TWO (2) COIR FIBER BAFFLES CAN BE
INSTALLED IN THE BASINS LESS THAN 20 FT. IN LENGTH
WITH A SPACING OF 1/3 THE BASIN LENGTH.
EMERGENCY SPILLWAY
RIPRAP WITH LINER
\-RIP RAP
ROCK INLET
( 2' TALL x 12 "COMP AC TE D---4-6-60)/10.4VVVSTro--p)
EXTEND 9 GAUGE WIRE TO BASIN SIDE OR INSTALL
T-POST TO ANCHOR BAFFLE TO SIDE OF BASIN AND
SECURE TO VERTICAL POST.
4' MAX
11 GAUGE
LANDSCAPING STAF'LE
VARIABLE DEPTH
SECURE BOTTOM OF BAFFLE TO GROUND
WITH 12" STAPLES A 12" MAXIMUM SPACING.
BAFFLE MATERIAL
STEEL POST
2I-0" DEPTH
BAFFLE MATERIAL SHOULD BE SECURED
TO THE BOTTOM AND SIDES OF BASIN
USING 12" LANDSCAPE STAPLES.
POROUS BAFFLE DETAIL
5'
MANHOLE TOP
17.5
16.5
6 15.0
23.0
WASHED
#57 STONE
W/CAP DRILLED
W/2"DIA. ORIFICE
6:1
OUTLET STRUCTURE DETAIL (--LD
3
EACH WAY
15.0
PERM. POOL
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE
(OR 1-800-632-4949)
IT'S THE LAW!
PLANTS FOR SUBMERGED AND PARTIALLY
SUBMERGED VEGETATIVE SHELVES
Botanical Name
Carex tenera
Eupatoriadelphus dubius
Eupatoriadelphus maculatus
Hibiscus coccineus
Hibiscus laevis
Lobelia cardinalis
Rhynchospora colorata
Saccharum baldwinii
Common Name
Swamp Milkweed
Quill sedge
White Turtlehead
Dwarf Joe Pye Weed
Joe Pye Weed
Spotted trumpetweed
Scarlet rose mallow
Halberdleaf rosemallow
Seashore Mallow
Cardinal flower
Longleaf lobelia
Great blue Lobelia
Starrush whitetop
Norrow plumegrass
THE FOLLOWING CRITERIA APPLY TO VEGETATION IN AND AROUND THE WET POND:
(a) THE DAM STRUCTURE. INCLUDING FRONT AND BACK EMBANKMENT SLOPES OF
THE POND SHALL BE VEGETATED WITH NON -CLUMPING TURF GRASS; TREES
AND WOODY SHRUBS SHALL NOT BE ALLOWED;
(b) THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE DIVERSE
SPECIES OF HERBACEOUS. NATIVE VEGETATION AT A MINIMUM DENSITY OF
50 PLANTS PER 200 SOUARE FEET OF SHELF AREA.
GENERAL NOTES:
-TOPSOIL FROM THE SITE WILL BE SPREAD ACROSS THE SHALLOW WATER
AND SHALLOW LAND ZONES PRIOR TO PLACEMENT OF PLANTS.
-SHRUBS SHOULD BE PLANTED IN CLUMPS TO FORM "LANDSCAPE ISLANDS"
RATHER THAN EVENLY SPACED. THE ISLANDS SHOULD BE A MINIMUM OF
6' APART.
-NO SHRUBS SHOULD BE PLANTED WITHIN 10 FEET OF THE INLET OR OUTLET
PIPES.
SOIL SPEC IF ICAT IONS
SOILS USED WITHIN A STORMWATER BMP MUST ADHERE TO THE FOLLOWING REQUIREMENTS:
1.THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES. STUMPS. ROOTS. OR OTHER
SIMILAR MATERIAL GREATER THAN 2 INCHES.
2.SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY SAND,
WITH NO MORE THAN 10% CLAY (USDA SOIL TEXTURAL CLASSIFICATION).
3.A MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT FOR AREAS PLANTED WITH WOODY
SPECIES AND 5% FOR TURF AREAS.
4.THE PH SHOULD BE BETWEEN 5.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE,
IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO
LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL
PRIOR TO USE.
5.TOPSOIL STOCKPILE LOCATION (IF USING ON -SITE SOILS) OR SOURCE OF TOPSIOL IF
IMPORTED TO THE SITE. SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BMP
FACILITY.
PLANTING SPEC IF ICAT IONS:
- FOR EROSION CONTROL PLANTING AND BANK STABIL I ZAT ION (UPLAND AREA ) FOLLOW EROSION
CONTROL SEEDING SCHEDULE.
- UT IL I ZE A 90-DAY SLOW RELEASE FERT IL I ZER TABLET FOR PLANTS.
-PLACE 3 OR 4 INCHES OF QUAL I TY TOPSOIL TO THE SHALLOW LAND AND SHALLOW WATER REGIONS.
THE PROJECT CAN UT IL IZE THE EX [STING TOPSOIL BY STOCK P IL ING ON SI TE AND AMENDING
SOIL AS NECESSARY BASED ON SOIL ANALYSIS RESULTS.
-THE DETENT ION POND MUST BE STABIL I ZED WI TH IN 14 DAYS OF CONSTRUCT ION.
CONS I DER CONSTRUCT ION SEQUENC I NG SO THAT PLANTS CAN BE PLANTED AND THE POND
CAN BE BROUGHT ONL I NE WI TH IN 14 DAYS.
VEGETATION SCHEDULE
SO. FT. IN
SHELF AREA
PLANT
CATEGORY
# PLANTS OF
CATEGORY IN
SHELF AREA
PLANT REQUIREMENTS:
SELECT PLANTS FROM THE WETLAND PLANT L I ST ABOVE.
A MINIMUM OF TEN (10) DIFFERENT SPECIES. WITH NO MORE THAN
30% OF A SINGLE SPECIES.
A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS
FOR PLANT SURVIVAL/REPLACEMENT. AT THE END OF THE FIRST YEAR
AND AGAIN AT THE END OF THE TWO-YEAR WARRANTY PERIOD, ALL
PLANTS THAT DO NOT SURVIVE MUST BE REPLACED.
THE DESIGN FOR PLANTINGS SHALL MINIMIZE THE NEED FOR HERBICIDES,
FERTILIZERS, PESITICIDES, OR SOIL AMENDMENTS AT ANY TIME BEFORE.
DURING AND AFTER CONSTRUCTION AND ON A LONG TERM BASIS. PLANTINGS
SHALL BE DESIGNED TO MINIMIZE THE NEED FOR MOWING, PRUNING AND
PLANT MATERIAL SHOULD BE PURCHASED FROM A SIMILAR PROVENANCE OR
LOCAL SOURCE TO ENSURE SURVIVABILITY.
REV IS IONS
BY NO. DATE DESCR I PT I ON
DETENTION POND DETAILS
LUKE'S LA
PHASE 1
GR IMEL AND TOWNSHIP
DI
\ G
OWNER: OF GREENVILLE,LLC
200 E. ARLINGTON BLVD.
PHONE: [phone]
DESIGNED: RAB
941
APPROVED:
RAB
DATE:
9/4/19
SCALE:
1 "=20'
SHEET 3 OF 4
PROJECT NO. : P1622-002
DRAWING NO. : 004
VERT: 5/1
RICHARD A. BROWN, P.E.
STROUD ENGINEERING, P.A. DRAWN:
GREENVILLE. NORTH CAROLINA 27858
LICENSE NO.C-06417

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-01072 County: Pitt County U.S.G.S. Quad: Greenville SE
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Applicant: Umberto Fontana
Address: 221 Tripp Trail
Grimesland, NC 27837
Telephone Number: [phone]
Size (acres) 69.19 acres Nearest Town Grimesland, NC
Nearest Waterway Tar River River Basin Pamlico
USGS HUC 03020103 Coordinates Latitude: 35.593492
Longitude: -77.263509
Location description: This project is located on an undeveloped tract that is east of Greenville off Highway 33.
approximately 1.75 miles past Simpson turnoff, on the left adjacent to Tripp Trail in Grimesland, Pitt County, NC.
Indicate Which of the Following Apply:
A. Preliminary Determination
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). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. 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 are wetlands on the above described 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 of the U.S. on your
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
X There are Navigable Waters of the United States within the above described 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.
X There are waters of the U.S., including wetlands, on the above described project area 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 of the U.S. on your 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.
Page 1 of 2

SAW-2018-01072
_ The waters of the U.S., including wetlands, on your project area have been delineated and the delineation has been verified
by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and
verified by the Corps. Once 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.
X The waters of the U.S., including wetlands, have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on August 16, 2018. 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 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 Washington, NC 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 Gary Beecher at [phone] or
Garv.H.Beecher(a,usace.army. mil.
C. Basis For Determination: This site exhibits wetland criteria as described in the 1987 Corps Delineation Manual and
the Atlantic and gulf Coastal Plain Regional Supplement. The RPW that goes through the wetlands has an ordinary high
water mark and is hydraulically connected to the Tar River.
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 for Approved Jurisdiction Determinations (as indicated in Section 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: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
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 October 14, 2018.
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence. Digitally signed by BEECHER.GARY.H.1052973208
BEECHER.GARY.H.1052973208 Dn_BEECHER.GARY.H.1052973208 DOD, ou=PKl, ou=USA,
Corps Regulatory Official: Date: 2018.08.16 16:46:23 -04'00'
Date: August 16, 2018 Expiration Date: August 16, 2023

SAW-2018-01072
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 via e-mail to:
Scott Stone
Environmental and Soil Service, Inc.
PO Box 82
Pinetops, NC 27864
[phone]
esssoil(&aol.com

SAW-2018-01072
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Umberto Fontana File Number: SAW-2018-01072Date: August 16, 2018
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
1<
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION
Additional
Corps
I - The following identifies your rights and options regarding an administrative
information may be found at http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx
appeal of the above decision.
or
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 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:
provide
•
•
APPROVED JURISDICTIONAL DETERMINATION: You may accept or
new information.
ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the
this notice means that you accept the approved JD in its entirety, and waive all rights to appeal
APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the
Appeal Process by completing Section II of this form and sending the form to the division engineer.
appeal the approved JD or
Corps within 60 days of the date of
the approved JD.
Corps of Engineers Administrative
This form must be received by
the division engineer within 60 days of the date of this notice.

SAW-2018-01072
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: 111
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division,
If you only have questions regarding
also contact:
Mr. Jason Steele, Administrative
the appeal process you may
Appeal Review Officer
South Atlantic Division
Attn: Gary Beecher
CESAD-PDO
U.S. Army Corps of Engineers,
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 appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Gary Beecher, 69 Darlington Avenue, Wilmington, North
Carolina 28403
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]

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PITT COUNTY
PLANNING & DEVELOPMENT DEPARTMENT
DEVELOPMENT SERVICES BUILDING
1717 W. 5' STREET
GREENVILLE, NORTH CAROLINA 27834-1696
TELEPHONE: [phone]
FAX: [phone]
April 15, 2021
Re: Luke's Landing
Project Tracking #/ID: PC SESC 2021-05
Disturbed Acres: 36.37
Bill Clark Homes
200 E. Arlington Blvd.
Greenville, NC 27858
Dear Sir/Madam:
JAMES F. RHODES, AICP
DIRECTOR
This is to advise you that the Pitt County Technical Review Committee conditionally approved
the soil erosion and sedimentation control plan and stormwater plan for LUKE'S LANDING on
April 14, 2021. Conditions and requirements as a part of this approval are attached below.
Copies of the draft minutes from the meeting will be available upon request prior to the next
Technical Review Committee meeting.
As stipulated on the financial responsibility form, you are responsible for ensuring compliance
with all aspects of the approved plan and the Pitt County Soil Erosion and Sedimentation Control
Ordinance Your primary objectives include, but are not limited to, preventing offsite
sedimentation, preventing sediment from entering watercourses, and establishing vegetation on
all disturbed areas within 7-14 calendar days, following any completion of a phase of grading.
As of April 1, 2019, all new construction activities are required to complete and submit an
electronic Notice of Intent (NOI) form requesting a Certificate of Coverage (COC) under the
NCG010000 Construction Stormwater General Permit. This form MUST be submitted prior to
the commencement of any land disturbing activity on the above named project. The NOI form
may be accessed at deq.nc.gov/NCG01. Please direct questions about the NOI form to Annette
Lucas at Annette.lucas(wncdenr.gov or Paul Clark at [e-mail]. After you submit a
complete and correct NOI Form, a COC will be emailed to you within three business days.
Please be aware that your project will be covered by requirements of the NPDES
Construction Stormwater General Permit NCG010000. Please become familiar with all the
requirements and conditions of this permit in order to achieve compliance.
Upon discovery of noncompliance by our office, the following actions may be taken:
1. No further permits for building or other construction will be issued.

2. The authority to continue construction, other than for erosion control measures,
will be terminated.
3. Penalties of up to $5000 per day may begin to accrue. Failure to immediately
comply upon notice of noncompliance will result in injunctive and/or criminal
action.
Other Comments:
4. This erosion control plan shall expire three years following the date of approval if
no land disturbing activity has been undertaken.
5. The Division of Water Quality may pursue legal action against you in order to
enforce requirements of the NPDES, Phase II permit.
6. The Pitt County Soil Erosion and Sedimentation Control Ordinance authorizes
County officials to inspect sites to ensure compliance with the Sedimentation
Pollution Control Act.
Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion control plan be on file
at the job site. Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of
periodic inspection to insure compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Act is performance -oriented, requiring
protection of existing natural resources and adjoining properties. If, following the
commencement of this project, the erosion and sedimentation control plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General
Statute 113A-51 through 66), this office may require revisions to the plan and implementation of
the revisions to insure compliance with the Act. Acceptance and approval of this plan is
conditioned upon your compliance with Federal and State water quality laws, regulations, and
rules. In addition, local city or county ordinances or rules may also apply to this land -disturbing
activity. This approval does not supersede any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you provided. You are requested to file an amended form
if there is any change in the information included on the form. Land disturbance shall not
begin until a preconstruction meeting has taken place. A revised letter will be sent once
comments are received from NCDOT.
Please provide a copy of the certificate of coverage prior to beginning any land disturbance.
If you need further information or assistance, please contact me at [phone].
Sincerely,
calititiStvadme
Thomas Shrader
Planner III

SOIL EROSION AND SEDIMENTATION CONTROL/CONSTRUCTIONPLAN
LUKE'S LANDING: Located on NC 33 East West of Tripp Trail Circle in the
Grimesland Township
Site Data: 66.83 Acres, 36.37 Disturbed Acres, 144 Lots
CONDITIONS AND REQUIREMENTS
[Planning]
1. Based on the calculations submitted, this development will require the installation of
three Stormwater Control Measures (SCM) consisting of wet detention ponds.
2. All proposed SCM's must meet the requirements of the Pitt County Stormwater
Ordinance and must be designed according the North Carolina Stormwater Design
Manual.
3. As -built plans are required following the completion of the SCM's and prior to the final
plat recording.
4. The owner will be responsible for maintenance of all stormwater SCM's. A stormwater
maintenance agreement is required.
5. All paperwork from NCDEQ and other agencies for riparian buffer crossings will be
needed in hand at the pre -construction meeting.
6. Floodplain limits and riparian buffers should be shown on all future plats.
7. Any wetlands paperwork must be in hand at the pre -construction meeting.
8. Additional silt fence and/or other protection may be required if erosion issues occur
during construction.
[NCDOT]
9. The turning lane as required for the driveway permit can be postponed until the beginning
of construction of phase two. The roadway improvements must be completed before
construction of that phase.
10. All proposed utilities must be installed to NCDOT specifications and will be required to
have executed encroachment agreements in place. The location of the sewer line has
been accepted by NCDOT as should any maintenance issue arise the entire roadway will
be affected due to its depth. Greenville Utilities will be responsible for any and all
repairs to the ROW due to sewer line maintenance including detour routes and the
potential need for construction of such.
[Pitt County Environmental Health]
11. Each lot will be evaluated in accordance with rules .1940 of the Laws and Rules for
Sanitary Sewage Collection, Treatment, and Disposal (15A NCAC 18A .1900).

12. No fill material (including construction spoils) is allowed on any area to be used for a
sewage disposal system or 100% repair area. Any amount of fill found on these areas
will be grounds for disapproval of the proposed lot.
13. The location of any proposed berms must be shown on all subsequent maps. The final
dimensions of the completed berm must be shown so that the Environmental Health staff
can verify that no portion of any berms will interfere with the sewage system or 100%
repair locations.
14. Locations of any soil stock pilings should be shown on the construction plan. These
stock pilings should be placed in an area not to be utilized for on -site sewage disposal.
15. If underground electrical lines or natural gas lines cross the property at any point, they
must be flagged by ULOCO before the site is evaluated by the Environmental Health
staff.
16. The location of any existing or proposed drainage tile must be field located and shown of
a surveyed map provided to Environmental Health staff.
17. A backhoe may be required for the site evaluations (15A NCAC 18A .1939(b)).
[General Comments]
• This site contains wetlands, riparian buffers, and drains directly to the Tar River.
Implementing and maintaining erosion control measures, as well as site
stabilization, should be the highest priority for this site to prevent any off -site
sedimentation.
• Soils located on site include Bb, CrA, CrB, CrC, CrB2, LoA, OcB, WaB, WliB
and possess the following characteristics:
• CrA, CrB, CrC, CrB2, Bb, OcB, and LoA soil types have seasonal high
water table.
• Bb, WkB are subject to flooding and ponding.
• LoA, WkB are unstable for trenching, 4 feet or more.
• CrA, CrB, CrC, CrB2, and LoA have a slow permeable characteristic.
• CrA, CrB, CrC, CrB2, and LoA have a high shrink swell potential.
• Bb has a moderate shrink swell potential.
• WaB has a rapid permeable characteristic and is also susceptible to soil
blowing.
• There are no subsurface drain tile maps on file, but it is possible that subsurface
drain tile could be onsite.
• Tar River Watershed.
• The adjacent drainage ditches should to be cleaned out to their original bottom for
improved drainage.
• The following agencies have reviewed the Construction & Erosion Control Plan
for LUKE'S LANDING and have no comments:
• Southeastern Drainage District
• Pitt County Engineering
• Pitt County Emergency Management

• The following agencies have reviewed the Construction & Erosion Control Plan
for LUKE'S LANDING and have not returned comments:
• NCDOT
■ GUC
■ Eastern Pines Water Corporation

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh ES Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
October 24, 2019
Richie Brown
Stroud Engineering, PA
107-B Commerce Street
Greenville, NC 27858
Re: Luke's Landing Phase 1- Pitt County
Dear Mr. Brown:
This letter is to inform you that the Service has established an on-line project planning and
consultation process which assists developers and consultants in determining whether a
federally -listed ,species or designated critical habitat may be affected by a proposed project. For
future projects. p1ease.visit.the Raleigh Fietd.O.ftice's project planning website at
https://www.fwS.goviraleigh/pn,html. ,If,you are only 'searching for list of species that may be
present in the project's Action Area, then you'may use the Service's Information, Planning, and
Consultation System(1PaC) website to determine if any listed, proposed, or candidate species
may be present in the Action Area and generate a species list. The IPaC website may be viewed
at https:/Iecos.fws.gov/ipacl. .The IPaC web site contains a complete and frequently updated list
of all endangered and threatened species protected by the provisions of the Endangered Species
Act of 1973, as amended (16 U.S.C. 1531 et seq.)(Act), a list of federal species of concern' that
are known to occur in each county in North Carolina, and other resources.
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
The term "federal species of concern" refers to those species which the Service believes might be in need of
doncentrated conservation actions. Federal species Of concern receive no legal protection and their designation does
not necessarily imply that the species will eventually be proposed for listing as a federally endangered or threatened
species. However, we recommend that all practicable measures be taken to avoid or minimize adverse impacts to
federal species of concern,,

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.
With regard to the above -referenced project, we offer the following remarks. Our comments are
submitted pursuant to, and in accordance with, provisions of the Endangered Species Act.
Based on the information provided and other information available, it appears that the proposed
action is not likely to adversely affect any federally -listed endangered or threatened species, their
formally designated critical habitat, or species currently proposed for listing under the Act at
these sites. We believe that the requirements of section 7(a)(2) of the Act have been satisfied for
your project. Please remember that obligations under section 7 consultation must be
reconsidered if: (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered; (2) this action is
subsequently modified in a manner that was not considered in this review; or, (3) a new species
is listed or critical habitat determined that may be affected by the identified action.
However, the Service is concerned about the potential impacts the proposed action might have
on aquatic species. Aquatic resources are highly susceptible to sedimentation. Therefore, we
recommend that all practicable measures be taken to avoid adverse impacts to aquatic species,
including implementing directional boring methods and stringent sediment and erosion control
measures. An erosion and sedimentation control plan should be submitted to and approved by
the North Carolina Division of Land Resources, Land Quality Section prior to construction.
Erosion and sedimentation controls should be installed and maintained between the construction
site and any nearby down -gradient surface waters. In addition, we recommend maintaining
natural, vegetated buffers on all streams and creeks adjacent to the project site.
The North Carolina Wildlife Resources Commission has developed a Guidance Memorandum (a
copy can be found on our website at (http://www.fws.goviraleigh) to address and mitigate
secondary and cumulative impacts to aquatic and terrestrial wildlife resources and water quality.
2

We recommend that you consider this document in the development of your projects and in
completing an initiation package for consultation (if necessary).
We hope you find our web page useful and informative and that following the process described
above will reduce the time required, and eliminate the need, for general correspondence for
species' lists. If you have any questions or comments, please contact John Ellis of this office at
[phone] ext. 26.
Sincerely,
Pete Benjamin
Field Supervisor
3

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State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, NGA USGS

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office *
Reviewer List*
20191570
Version*
2
Washington Regional Office - [phone]
Robert Tankard
Pre -Filing Meeting Request submitted 3/25/2021
Contact Name * Landon Weaver
Contact Email Address* ([e-mail]
Project Name* Luke's Landing
Project Owner* Bill Clark Homes of Greenville, LLC
Project County* Pitt
Owner Address: Street Address
200 East Arlington Blvd
Address Line 2
City State / Rovince / Region
Greenville NC
Fbstal / Zip Code Country
27858 USA
Is this a transportation project?* C Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - I— 401 Water Quality Certification -
Reg ula r Express
I— Individual Permit I— Modification
I— Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes C No
Please list all existing project ID's associated with this projects.*
SAW-2018-01072
Do you know the name of the staff member you would like to request a meeting with?
Chris Pullinger
Please give a brief project description below and include location information.*
Residential development that has a Blue Line stream bisecting the
property that has be crossed in order to develop the back portion of
the parcel. A proposed R/W with public utilities will cross the stream
as close to perpendicular as possible.

Please give a couple of dates you are available for a meeting.
4/1/2021
4/6/2021
Please attach the documentation you would like to have the meeting about.
P1622-002 007 RO CONST.pdf
P1622-002 008 RO CONST.pdf
pdf only
16.79MB
9.29MB
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• !also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
fzialisfrfloww
Submittal Date 3/25/2021