20141255 Ver 3_ePCN Application_20210510

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
April 4, 2021 Ver 4
Has this project met the requirements for acceptance in to the review process?*
6 Yes
✓ No
Is this project a public transportation project?*
CYes r No
Change only 1 needed.
BIMS # Assigned* Version#*
20141255 3
Is a payment required for this project?*
✓ No payment required
✓ Fee received
6 Fee needed - send electronic notification
Reviewing Office *
Wilmington Regional Office - [phone]
Information for Initial Review
la. Name of project:
Stones Landing Section Nat Onslow Bay
la. Who is the Primary Contact?*
Anthony Sydes
lb. Primary Contact Email:*
What amout is owed?*
F $240.00
r $570.00
Select Project Reviewer*
Holley Snider:eads\hasnider
lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
5/10/2021
Nearest Body of Water
Rocky Run (Index No. 19-16-2-2)
Basin
White Oak
Water Classification
C;NSW
Site Coordinates
Latitude:
34.7526785
A. Processing Information
Longitude:
-77.2932161
County (or Counties) where the project is located:
Onslow
Is this a NCDMS Project
✓ Yes 0. No
Is this project a public transportation project?*
✓ Yes G No
Pre -Filing Meeting Information
Is this a courtesy copy notification?*
✓ Yes f• No

ID#
20141255
Version
3
Pre -fling Meeting or Request Date
4/5/2021
Attach documentation of Pre -Filing Meeting Request here:
Click the upload button or drag and drop files here to attach document
StonesLandinglVA_DWR Pre -Filing Meeting Request Form.pdf
Fie type mast be FT
la. Type(s) of approval sought from the Corps:
f7 Section 404 Permit (wetlands, streams and waters, Clean Water Act)
I— Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
✓ Yes
( No
1b. What type(s) of permit(s) do you wish to seek authorization?
fJ Nationwide Permit (NWP)
I- Regional General Permit (RGP)
I— Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
✓ Yes ('No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
Id. Type(s) of approval sought from the DWR:
17 401 Water Quality Certification - Regular
I— Non-404 Jurisdictional General Permit
I— Individual 401 Water Quality Certification
29 - Residential Developments
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
✓ Yes ( No
53.16KB
I— 401 Water Quality Certification - Express
I— Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
(1' Yes r No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
✓ Yes rNo
Acceptance Letter Attachment
Credit Reservation_ Stones Landing4.pdf 136.8KB
lh. Is the project located in any of NC's twenty coastal counties?
( Yes r No
li. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
✓ Yes
6' No r Unknown
1j. Is the project located in a designated trout watershed?
✓ Yes G No
B. Applicant Information
ld. Who is applying for the permit?
I7 Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
6' Yes r No
2. Owner Information
✓ Yes 6 No
✓ Yes 6 No
2a. Name(s) on recorded deed:
Clearly Development, Inc.

2b. Deed book and page no.:
Deed Book 4139, Page 336
2c. Contact Person:
Anthony W. Sydes
2d.Address
Street Address
100 Carolina Plantations Blvd
Address Line 2
city State / ovince / Region
Jacksonville North Carolina
Postal / Zip Code Country
28546 United States
2e. Telephone Number: 2f. Fax Number:
[phone] [phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
John G. Thomas
4b. Business Name:
Thomas Engineering, PA
4c.Address
Street Address
1316 Commerce Drive
Address Line 2
Suite B
aly
New Bern
Postal / Zip Code
28562
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
2021 05 10 15 07 37.pdf
State / Province / Region
North Carolina
Country
United States
4e. Fax Number:
[phone]
75.68KB
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(d appropriate)
Onslow Bay
lc. Nearest municipality / town:
Jacksonville
2. Project Identification
2a. Property Identification Number:
531600382725
2c. Project Address
Street Address
Olde Towne Pointe Boulevard
Address Line 2
2b. Property size:
255
(7ly State / Province / Region
Jacksonville North Carolina
Postal / Zip (ode Country
28546 United States
3. Surface Waters

3a. Name of the nearest body of water to proposed project:*
Rocky Run (Index No. 19-16-2-2)
3b. Water Resources Classification of nearest receiving water:*
C;NSW
3c. What river basin(s) is your project located in?*
White Oak
3d. Please provide the 12-digit HUC in which the project is located.
030203020202
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:*
Project is currently being cleared/grubbed in advance of residential development. Area in the immediate vicinity of this crossing site is protected by double row of silt fence and
temporary seeding. No further disturbance of this area until applicable permits received.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
SAW-2014-00415
Project History Upload
2020_05_28 Stones III creek crossing NWP 29.pdf 759.15KB
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)
OB_QuadMapwSite_ForNWP29.pdf 577 54KB
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)
OB_SoilsMapwSite_ForNWP29.pdf 604 69KB
4f. List the total estimated acreage of all existing wetlands on the property:
59
4g. List the total estimated linear feet of all existing streams on the property:
6800
4h. Explain the purpose of the proposed project:*
This is a single family residential development.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
This application/project is for a small 404 wetland crossing of a ditch to access an uplands portion of the project. This is the only reasonable location to be able to access this area by
roadway. It will be piped with rip -rap pipe outlet protection on each site. Equipment to be used will be typical of grading construction equipment: excavators, mini -excavators, dozers,
bobcats, skid steers.
4j. Please upload project drawings for the proposed project.
StoneslV_NWP29Original_4-5-21.pdf 4.76MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes
Comments:
r No O Unknown
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW-2014-00415
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Christian Preziosi
Land Management Group, Inc.
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
March 10, 2014. I understand that a renewal is either in process or has been approved by others.
5d1. Jurisdictional determination upload
Wetlands JD.pdf 379.06KB

6. Future Project Plans
6a. Is this a phased project?*
(Yes No
6b. If yes, explain.
Onslow Bay is a large, continually phased project. Construction phases are being built anywhere from 50 to 200 lots at a time.
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. The lots that are planned for Stones Landing Section IV (A & B) and Paradise Point Section V at Onslow Bay (A & B) total 488 and no other crossings or impacts are anticipated.
Additionally, the adjacent tract being developed as Everett Place Section III (by others) totals 106 lots +/- and no additional impacts are anticipated for that section.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
fJ Wetlands r Streams -tributaries
r Open Waters r Pond Construction
2. Wetland Impacts
❑ Buffers
2a. Site #*(?)
1
2a1 Reason (?)
Ditch Crossing
2b. Impact type * (?)
P
2c. Type of W.*
Unknown
2d. W. name*
Unnamed Tributary to
Rocky Run
2e. Forested*
Yes
2f. Type of
Jurisdicition * (?)
Corps
2g. lmpact
area*
0.020
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.020
2g. Total Permanent Wetland Impact
0.020
2i. Comments:
This is an existing ditch area that was mapped as being jurisdictional. The stream limit is downstream from the impact site. Wetland fill for the crossing,
pipe, and rip rap outlet protection to be used.
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:
As described earlier, this is the narrowest and most applicable area to cross the wetland ditch to access a large area of uplands on the opposite side
with minimal 0.02 ac impact required.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Double row silt fence protection until crossing site is accessed. Check dams during construction. All work to be performed in the dry. Immediate
stabilization wren impact site is crossed.
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?
(Yes rNo
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?
rJ Mitigation bank r Payment to in -lieu fee r Permittee Responsible
program Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Bachelor's Delight Mitigation Bank
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Non -riparian wetland 0.04
Attach Receipt and/or letter
Credit Reservation_Stones Landing4.pdf 136.8KB

3c. Comments
Reservation letter attached. Payment to be made upon acceptance.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
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?
C- Yes (- No
If no, explain why:
Vegetated setbacks in the White Oak, but not Riparian Buffers. Vegetated setbacks are required downstream of this crossing site, but not at this crossing site.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
C- Yes (' No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
c Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
C- Yes ( 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)?*
C- Yes (' No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
C- Yes (- No
3b. If you answered "no," provide a short narrative description.
As stated earlier, no future impacts are anticipated for the 594 lots +/- that will be developed on this property and the adjacent site.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
C- Yes r No C- N/A
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?*
C- Yes C No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
C- Yes (- No
5d. Is another Federal agency involved?*
C- Yes
5e. Is this a DOT project located within Division's 1-8?
(- Yes r No
a No r Unknown
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS ECOS. None of the areas listed reference with site, only "where found".
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)

6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
✓ Yes ( No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
N/a the impact site is periodically dry.
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 F No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
SHPO Website
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
✓ Yes f No
8c. What source(s) did you use to make the floodplain determination?*
DFIRM Map Number 3720631600J
Miscellaneous
Comments
I am additionally uploading the application crossing site overlaid onto the stream exhibit map for reference to downstream stream beginning point.
Miscellaneous attachments not previously requested.
Stream Exhibit Map.pdf 259.95KB
Signature
*
rJ 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 knovAedge 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:
Anthony W. Sydes
Signature
CA-a,..,y�5yw�s
Date
5/10/2021

1/1314/11--D c.( okmie/A-Podz-i&AA-r--

BACHELORS DELIGHT MITIGATION BANK
CREDIT RESERVATION LETTER
May 10, 2021
TO: Bobby Billingsley
Thomas Engineering
1316-B Commerce Drive
New Bern, NC 28562
Project: Stones Landing Section IV at Onslow Bay
Dear Mr. Billingsley:
FROM: Bachelors Delight Mitigation Bank
c/o Land Management Group
3805 Wrightsville Avenue, Suite 15
Wilmington, NC 28403
Pursuant to your recent credit request, Bachelors Delight Mitigation Bank (BDMB) is providing confirmation
of acceptance to supply non -riparian wetland mitigation credits for impacts associated with the Stones
Landing Section IV at Onslow Bay project in Onslow County, North Carolina. This acceptance is conditional
upon receipt of payment as outlined below. Please refer to the table below depicting the type and quantity
of credits requested and reserved for your project.
Mitigation Type Credits Reserved Fee Per Unit
[Stream 0 $558.81
Non -Riparian Wetland 0.04 $61,264.36
Riparian Wetland 0.0 $61,264.36
T Fee
$0.00
$2,450.57
$0.00
Total Fee $2,450.57
Based upon receipt of the project credit request transmitted on May 7, 2021, BDMB will reserve 0.04 Non -
Riparian Wetland credits for a period of up to 90 days from the date of this letter. Note that requests to
reserve credits beyond 90 days will require a deposit. Please contact us if you need a reservation to extend
beyond the 90-day period.
Upon request for receipt of credit transfer, BDMB will issue an invoice in the amount of $2,450.57. Upon
receipt of payment, BDMB will provide an executed Transfer of Credit Certificate. Note that all payments
must be made with certified funds. It is the applicant's responsibility to ensure that the credit types and
amounts requested are consistent with the compensatory mitigation requirements of the permit(s) issued.
BDMB and/or its agents are not responsible for determining the applicant's mitigation requirements. If you
have any questions or need additional information, please contact me by phone at [phone] or by
email at [e-mail].
Sincerely,
Bachelors Delight Mitigation Bank
Christian Preziosi
Land Management Group (Agent)

BACHELORS DELIGHT MITIGATION BANK
CREDIT RESERVATION LETTER
May 10, 2021
TO: Bobby Billingsley
Thomas Engineering
1316-B Commerce Drive
New Bern, NC 28562
Project: Stones Landing Section IV at Onslow Bay
Dear Mr. Billingsley:
FROM: Bachelors Delight Mitigation Bank
c/o Land Management Group
3805 Wrightsville Avenue, Suite 15
Wilmington, NC 28403
Pursuant to your recent credit request, Bachelors Delight Mitigation Bank (BDMB) is providing confirmation
of acceptance to supply non -riparian wetland mitigation credits for impacts associated with the Stones
Landing Section IV at Onslow Bay project in Onslow County, North Carolina. This acceptance is conditional
upon receipt of payment as outlined below. Please refer to the table below depicting the type and quantity
of credits requested and reserved for your project.
Mitigation Type Credits Reserved Fee Per Unit
[Stream 0 $558.81
Non -Riparian Wetland 0.04 $61,264.36
Riparian Wetland 0.0 $61,264.36
T Fee
$0.00
$2,450.57
$0.00
Total Fee $2,450.57
Based upon receipt of the project credit request transmitted on May 7, 2021, BDMB will reserve 0.04 Non -
Riparian Wetland credits for a period of up to 90 days from the date of this letter. Note that requests to
reserve credits beyond 90 days will require a deposit. Please contact us if you need a reservation to extend
beyond the 90-day period.
Upon request for receipt of credit transfer, BDMB will issue an invoice in the amount of $2,450.57. Upon
receipt of payment, BDMB will provide an executed Transfer of Credit Certificate. Note that all payments
must be made with certified funds. It is the applicant's responsibility to ensure that the credit types and
amounts requested are consistent with the compensatory mitigation requirements of the permit(s) issued.
BDMB and/or its agents are not responsible for determining the applicant's mitigation requirements. If you
have any questions or need additional information, please contact me by phone at [phone] or by
email at [e-mail].
Sincerely,
Bachelors Delight Mitigation Bank
Christian Preziosi
Land Management Group (Agent)

Stones Landing IV &
Paradise Point V at
Project Boundary
Onslow Bay Overall
h I
6
ACY(\
R.7
41

Stones Landing IV
Wetland Crossing Site
Stones Landing IV &
Paradise Point V at
Onslow Bay Overall
Project Boundary

Notes:
1. Boundary Information per M.B. 57, Pg. 91, M.B. 60, Pg. 181, and M.B. 67, Pg. 186.
2. Wetlands line delineated Land Management Group Inc.: Surveyed by Parker 6
Associates, Inc. in January 2009, Delineation approved by the U.S.A.C.E. on
03/10/2014 and expires 03/10/2019, unless there is a change in the law or
published regulations. • The E/I Point of
3. E/I and E/P Point of The Stream Location survey by Parker 6 Associates. The Stream
JHS 3/20/2014
N=368,901.50
E=2,510,307.16
LAT 34°45'05.8'
LONG (-)077°18'03.7"
Inc.
4. The "E/I Point of The Stream" as Marked By Joanne Steenhuis
(JHS) on March 20, 2014 6 January 20, 2015.
5. The ''E/P Point of The Stream" as Marked By Joanne Steenhuis
(JH5) on February 19, 2015.
6. This Map is Not For Recordation, Conveyance, or Sales and Is Not
Intended to be a Survey of The Tract.
Onslow 22, LLC
D.B. 3898, Pg. 260
M.B.60, Pg. 181
(Trac
D.B. 3104,Pg 214
MB. 57, Pg. 91
/
/
/
k RUI goad
a 6 g• g "
Regrets
Easement
Per M.B. 60, Pg.11,1„
Onsiow 22, LLC
D.8. 3898, Pg. 260
M.B. 60, Pg. 181(Tr
1r' 7 1 n ct 2)
nth\
Q-, <3" pt Towers Parole \` \
74: �\\ 1
Morrell H. Mc
D.B. 855, Pg. 937
M.B. 25. Pg. 38
ISF
N=369.155.119
E=2,508,793.382
The E/I Point of
The Stream
JHS 3/20/2014
N=368,215.52
E=2,509,796.81
LAT 34°44'59.1"
LONG 0077°18'09.9"
C.;
1-/- rJ
- - I
/ �e tCI russing )?"..4'
L at�ews Pointe �,
~ , Onslow 22, LLC
f D.B. 3464, Pg.175
V M.B.60,09.181
(Tract 1)
D.B. 3104, Pg. 214
M.B. 57. Pg. 91
Gi/SL,C)uJ gals - 000 1
Nose River
Development Authority
D.B. 2860, Pg. 537
Montford Point
Marine Associates. Inc
D.B. 459, pg. 503
• Marvell H. McDowell
O.B. 563, Pg. 210
Streom at IL
N=366,654.63
E=2,509,220.73
LAT 34°44'43.8"
LONG 0077°18'17.2"
.VT
N
CMF
N=370.943.328
E=2,51I,573.525
The E/I Point of
The Stream
3H5 3/20/2014
N=367,804.11
E=2,509,974.03
LAT 34°44'55.0"
LONG - 177°18'07.9"
Point where
Stream goes
underground #2
JHS 1/20/15
N=367,056.11
E=2,510,427.56
LAT 34°44'47.5'
LONG (-)077°18'02.6'
N=367,414.58
E=2,512.353.28
N=367,008.53
E=2,512,255.51
The E/I Point of
The Stream #1
JHS 1/20/15
N=367,134.91
E=2,510,407.99
LAT 34°44'48.3"
LONG (-)077°18'02.8"
This certifies that the copy of this plat accurately dipicts the ephemeral -intermittent and ephemeral -
perennial point(s) of the stream(s) using the most recent version of the Methodology for Identification
of Intermittent and Perennial Streams and their Origins as determined by the undersigned on this date.
This plat may be relli upon for a period no to teed five years from the4& date of dldkertait+atiCM rm> c-tP-urici#T01
NCDENR Official
Title
SWIC Certifiation #
Date of Determination
Date of Signature
Hardee Fauns, Inc
D.B. 3061, Pg. 574
Current Crossing
Application Site
The E/I Point of
The Stream #4
MS 1/20/15
N=369,105.31
E:2,512,121.42
LAT 34°45'07.5"
LONG (-)077°17'41.9"
The ER Point of
The Stream #3
JHS 1/20/15
N=368,393.97
E=2,511,926.77
LAT 34°45'00.5"
LONG 0077°17'44.4"
Onslow 22, LLC
D.B. 3898, Pg. 260
M.B. 63. Pg. 42
(Portion of Tract 2)
D.B. 3104, Pg. 214
M.B. 57, Pg. 91
ex. D'
Road
The Purpose of This Map is to Show Where The Beginning
of The Stream Determination Was Made By The North
Carolina Department of Environment and Natural Resources.
GRAPHIC SCALE: 1" = 1000'
0 1 2 3000
FEET
Legend
CMF - Concrete Monument Fend
D.B. - beed Book
E - Eastkg
E/I - Ephemeral/Intermittent Point
E/P - Ephane al/Peremial Point
Ex. - Existing
ISF - Iron Stake Fund
0ISS - Iron Stake Set
LAT - Latitude
LONG - Longitude
M.B. - Mop Book
N - Northing
�,. - Pogo
IL- Property Line
R/W - Right-of-way
. W141 ,v4 Arras
••▪ -••-=••-ry- Wetlands Line
•
Field Book: Onslow Bay #2, Pg.13
Disk Name: Acod #2484
Filename: OS -Intermittent Stream Mop.dwg BLO, JJL
Job No.: 5131220-5721 g€v, • g)p-- ' '
The E/P Point of
The Stream #5
JHS 2/19/15
N=368,895.44
E=2,514,508.90
LAT 34°45'05.0"
LONG 0077°17'13.3"
J.L. Maxwell Jr.
D.B. 556, Pg. 886
M.B. 20, Pg.13
Otslow 22, U.0
D.B. 3689, Pg. 899
M.B. 63, Pg. 42
(Tract 2A)
D.B. 3104. Pg. 214
M.B. 57. Pg. 91
AC
24
Vicinity Sketch
Not to Scale
No Stream
JHS 2/19/15
Stream at IL
N=366,884.97
E=2,516,748.29
LAT 34°44'44.8"
LONG (-)077°16'46.91
,4t111111IsjI
$OQ: of 8/04 ;•
i SEAL
7. L-2884 •
Q•
%�Q •'• O'�.
.
.'47,, A r F.....
Stream Exhibit 4kpt"'t''
Location:
ONSLOW BAY
Whjte Oak Twp.. Onslow Co., North Carolina
Derekper:
Clearly Development, Inc.
100 Carolina Platelets Bodewed
Jacksonville. North Carolina 28546
r
Parker & Assoc i des nc.
conwNew - ting Maps Lena 'Auld Plana
as
PA. LNs 171 - t1164 -8018
101 Pim wp Wag - 300488
hiving* MAW Cambia&
Phan° Ole)U Ro
Ms lm l`m 1-1101 1

■ 1
VICINITY SKETCH NOTTOSCALE
1316-B Commerce Drive, New Bern, NC 28562
P.O. Box 1309, New Bern, NC 28563
www.ThomasEngineeringPA.com
Office: 252.637.2727 Fax: [phone]
FINAL DRAWINGS
Released for }hermits only,
,7 Y
not released for construction.
811
`
\ r
JAMES L. MAXWELL & E M YARBORO &
Know what's below.
M A MAXWELL &CHARLOTTE M.
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Pointe Boulevard
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n
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To Swansbo \�
WEAVER Cia�� before you dig.
�
HARDEE
FARMS, INC.
DB 3061, PG 574
Farmland
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DB 4899, PG 398
4deoelo0 3 JAMES L. MAXWELL & E M YARBORO &
Zoned RA M A MAXWELL &CHARLOTTE M.
WEAVER
DB 4899, PG 398
sss ,� VB - MB 20, P013
vB Undeveloped
_ - - Zoned RA
404 Wetlands
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•
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h�S , PARADISE POINT 404 Wetlands .
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e SECTION V - PHASE A•
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ONSLOW22, LLC.
De 3898, PG 260
- • � MB 63, PG 426
- Undeveloped
Zoned R-10
THOMAS ENGINEERING, PA est 1983
civil engineering.land development.project management
GENERAL NOTES
1. BOUNDARY AS SHOWN IS AS PROVIDED ON THE MAP TITLED "ONSLOW 22
RUN ROAD TRACT" RECORDED IN M.B. 60, PG. 181. AND'404=
INFORMATION. THIS MAP OR PLAN DOES NOT REPRESENTA
SURVEY. INFORMATION IS PLOTTED FROM COUNTY RECORDS OR OTHERSo
ETLA
2. SECTION 404 WETLANDS ARE AS SHOWN ON THE PLANS. WETLANDS LINE
DELINEATED BY LAND MANAGEMENT GROUP INC.: SURVEYED BY PARKER
&ASSOCIATES, INC. INJANUARY2009, DELINEATION APPROVED BY THE
U.S.A.C.O.E. ON 03/10/2014.
3. THE BLUE -LINE STREAMS AND ASSOCIATED 50' VEGETATED SETBACKS AS
SHOWN HEREIN AREAS PER THE MAP ENTITLED "STREAM EXHIBIT MAP -
ONSLOW BAY" BY PARKER &ASSOCIATES, INC., AND APPROVED BY
ON APRIL 4, 2015. SWIG CERTIFICATION # 024-0000.
4. FLOOD LINES DRAWN FROM AN ELECTRONIC OVERLAY OF THE DIGITAL
FLOOD MAP FEMA CPN 370340 5316 J AND 370340 5317 J (ONSLOW
COUNTY) EFFECTIVE DATE NOV. 3, 2005. AS PROVIDED AND SHOWN,
PORTIONS OF THIS PROJECT SCALE WITHIN ZONE "X"AND ZONE AE AS
ESTABLISHED BY D FIRMHIS REPORT IN NO WAY SUPERCEDES THE
ABOVE MENTIONED FIRM.
5. PROPERTY IS NOT YET ADDRESSED.
6. DEED REFERENCE =DEED BOOK 4139, PAGE 336.
7. MAP REFERENCE =MAP BOOK 67, PAGE 186 (TRACT 3)
8. TAX MAP 1127, PARCEL 1
9. PIN - 531600382725.
PROPERTY ZONING IS R-10AND "CON"ZONE.
11. THE ADJACENT PROPERTIES ARE GENERALLY DEVELOPING RESIDENTIALSEE
PROPERTY AND UNDEVELOPED WOODLANDS.
12. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS, NO
GRID FACTORS APPLIED.
13. ELEVATIONS ARE BASED ON NAVD 1988.
14. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
15. ALL STREETS TO BE PUBLIC RIGHTS OF WAY TO BE MAINTAINED BY THE
DEVELOPER UNTIL SUCH TIME AS MAINTENANCE RESPONSIBILITIES ARE
CONVEYED TO THE NC DEPARTMENT OF TRANSPORTATION.
16. THIS SUBDIVISION CONTAINS NO KNOWN PROPERTY OR BUILDINGS
WITHIN OR ADJACENT TO THE SUBDIVISION THAT IS LOCATED ON THE
NATIONAL REGISTER OF HISTORIC PLACES.
17. THE 50' STORMWATER VEGETATED SETBACK EXTENDS FROM THE BANK
OF THE STREAM. THE NON WETLAND AREA OF THE SETBACK MAY BE
CLEARED OF GRADED, BUT MUST BE PLANTED WITH AND MAINTAINED IN,
GRASS OR OTHER VEGETATIVE OR PLANT MATERIAL. NO IMPERVIOUS
SURFACES ARE ALLOWED WITHIN THE SETBACK.
1.111111111131111424
STONES LANDING, SECTION III & ' ��`
PARADISE POINT SECTION IV .c%� �. (\�`'
\7 �. y so':'',. Reg/
I.� �Pve �C'�f �
- R) STONES LANDING Rry
� , 126eo
100
EXISTING DESIGN (SMOTHERS) ��' SECTION IV - PHASE
DB 4139, PG 336 w! \ g`NK:GO
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A Q
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��
MB 67, PG 186 ', I _ 6\a,.-3oeG
`� 404 Wetlands 0\ (
OVERALL SITE
sin le Famil 1G U
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Zoned R-10 ' BOUNDARY
,
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\'
WETLAND CROSSING SITE
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J
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iiiiiii---.�
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TmS
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.� I to
6��d oRi/
te;, �
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SHEET 2 OF 4U
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1 /
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_S
m49
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1,.;
N 1 N O\d8 Jgv1G EVERETT PLACE, SECTION III
Ilo .,/MIP,EXISTING DESIGN (BY OTHERS) PROPOSED SITE AREA TABULATIONS
,'_ ,
I m ; 6� R DB 4139, PG 336 TOTAL ACREAGE 254.60 AC.
m I.� "� MB 67, PG 186
��
EVERETT PLACE, SECTION II
EXISTING DESIGN BYOTHERS
( )
DB 4139, PG 336
MB 67, PG 186
e Family
Zonled R-10
- OPEN SPACES AND COMMON AREA 63.18 AC.
-��a Single Family
3 Zoned R-10 ONSLOW 22, LLC. ACREAGE IN LOTS 162.33 AC.
o 063898, PG 260 ACREAGE INRIGHT-OF-WAY29.09 AC.
1/ MB 63, PG 426
Undeveloped ACREAGE OF 404 WETLANDS 59.13 AC. ±
IRPI Zoned R-10
_ NUMBER OF LOTS 488
- r7 AVERAGE LOT SIZE 14,490 SF
DRAWING INDEX SMALLEST LOT SIZE 7,397 SF
LINEAR FEET OF STREET 24,308 LF ±
PROPOSED BUILT UPON AREA 61.07 AC.
SHEET NAME PROPOSED BUILT UPON AREA % 23.99
GRAPHIC SCALE 1 VICINITY & SITE INDEX
M=
SETBACKS
2 PLAN &PROFILE FRONT YARD 25'
3 ROADWAY & DRAINAGE DETAILS SIDE STREET 20'
525 0 525 4 EROSION CONTROL DETAILS SIDE YARD 8'
(11"X 17"� REAR YARD 15'
COPYRIGHT @ 2021 BY THOMAS ENGINEERING P.A.
ALL RIGHTS RESERVED. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND AS SUCH REMAIN
THE PROPERTY OF THOMAS ENGINEERING P.A.
NEITHER THIS DOCUMENT NOR ANY PART OF THIS
DOCUMENT MAYBE REUSED, REPRODUCED OR
TRANSMITTED IN ANY FORM OR BY ANY MEANS,
ELECTRONIC OR MECHANICAL INCLUDING BUT NOT
LIMITED TO PHOTOCOPYING, MICROFILMING AND
RECORDING, OR BY ANY INFORMATION STORAGE
AND RETRIEVAL SYSTEM, WITHOUT PERMISSION IN
WRITING FROMTHOMASENGINEERINGP.A.
TYPICAL ELEMENT SYMBOLOGY
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-
VICINITY & SITE INDEX
_ _ _ Subdivision Boundary & Phase Lines = -_ Proposed 6" & 2" Water Mains
--- centerlines Proposed Water Service
- - - Setback Lines M Proposed Water Valve & Box
Lot Lines &Corner Nodes Proposed Reducer
NWP #29
WETLAND FILL FOR
STONES LANDING SECTION 1 V
AT ONSLOW BA Y
WHITE OAK TWSP ONSLOW COUNTY NORTH CAROLINA
�•
404 wetlands Proposed End Line Blowoff
- w - ►� of
- ve - 50' Vegetated Setbacks Proposed Fire Hydrant Assembly
00-yr Flood Line Proposed Ductile Iron Pipe views)
(Profile
j�
4=' Existing Topography Contours
- - �� Temporary Silt Fence
Proposed Pavement - LD - Limits of Disturbance
TT Proposed Wetland Fill Extents Temp. Hardware Cloth & Gravel Inlet Prot.
Proposed Sewer Manhole&Mains `:"' "" Temporary Check Dam
OWNER & DEVELOPER
CLEARLY DEVELOPMENT, INC.
100 CAROLINA P ANTATION BLVD.
JACKSONVILLE, NC 28546
Proposed Sewer Service D-#Q Proposed Storm Pipe
SCALE: AS SHOWN
DATE : 04.05.2021
I. B-a Catch Basin __ __ _ Permanent Rip Rap Stone Protection
PROJECT #: 2020_007
SHEET : 1 of 4

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I \� \ \ , ' \ \ �/
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GENERAL NOTES
1316-B Commerce Drive, New Bern, NC 28562
P.O. Box 1309, New Bern, NC 28563
www.ThomasEngineeringPA.com
Office: 252.637.2727 Fax: [phone]
1. BOUNDARY AS SHOWN IS AS PROVIDED ON THE MAP TITLED "ONSLOW 22
ROCKY RUN ROAD TRACT" RECORDED IN M.B. 60, PG. 181. AND
COMPUTED INFORMATION. THIS MAP OR PLAN DOES NOT REPRESENTA
SURVEY. INFORMATION IS PLOTTED FROM COUNTY RECORDS OR OTHER
SOURCES AS NOTED.
2. SECTION 404 WETLANDS ARE AS SHOWN ON THE PLANS. WETLANDS LINE
DELINEATED BY LAND MANAGEMENT GROUP INC.' SURVEYED BY PARKER
&ASSOCIATES, INC. INJANUARY2009, DELINEATION APPROVED BY THE
U.S.A.C.O.E. ON 03/10/2014.
3. THE BLUE -LINE STREAMS AND ASSOCIATED 50' VEGETATED SETBACKS AS
SHOWN HEREIN ARE AS PER THE MAP ENTITLED "STREAM EXHIBIT MAP -
ONSLOW BAY" BY PARKER & ASSOCIATES, INC., AND APPROVED BY
NCDENR ON APRIL 4, 2015. SWIG CERTIFICATION # 024-0000.
_ _ -
\ =`i 25' MBL , i _I
T i,: Fi \ 1
25 MBL J
-
L 25' MBL / I
H - - -1
q3'
\ A 6 q
\ ` Z �S
1
327 SF RIP RAP
\�'�.�;!:`;- q /
7
/
I
-
+ \ ��I
I
- '��'a?`.l; / /
\\
/
/
I
1
OUTLET PROTECTION
\���
139.57'
/
\•.•,,\ ��7+��. \ /
\ i11: .. \
i .-i;e;'.,k 66si'
70.n' I
I
70.00' \
/
/
I
1 9. 6' 2
I
-
/ \ \ � `.
i�l,�I
/ / / / \\ / / �2. ,
I.
REFER TO SHEET 3 FOR
/
ROADWAY,
`\
/ / `1Z 'P _
_���
mow.., " ���
STORM DRAIN, AND CATCH BASIN
_ -
o- b ; <__1 D33 • ; 111�
INSTALLATION DETAILS
4. FLOOD LINES DRAWN FROM AN ELECTRONIC OVERLAY OF THE DIGITAL
FLOOD MAP FEMA CPN 370340 5316 J AND 370340 5317 J (ONSLOW
COUNTY) EFFECTIVE DATE NOV. 3, 2005. AS PROVIDED AND SHOWN,
PORTIONS OF THIS PROJECT SCALE WITHIN ZONE "X" AND ZONE "AE" AS
ESTABLISHED BY FEMA.THIS REPORT IN NO WAY SUPERCEDES THE
ABOVE MENTIONED FIRM.
5. PROPERTY IS NOT YET ADDRESSED.
6. DEED REFERENCE = DEED BOOK4139, PAGE 336.
7. MAP REFERENCE = MAP BOOK 67, PAGE 186 (TRACT 3)
8. TAX MAP 1127, PARCEL 1
9. PIN = 531600382725.
10. PROPERTY ZONING IS R-10AND "CON" ZONE.
11. THE ADJACENT PROPERTIES ARE GENERALLY DEVELOPING RESIDENTIAL
PROPERTY AND UNDEVELOPED WOODLANDS.
12. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS, NO
GRID FACTORS APPLIED.
13. ELEVATIONS ARE BASED ON NAVD 1988.
14. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
15. ALL STREETS TO BE PUBLIC RIGHTS OF WAY TO BE MAINTAINED BY THE
DEVELOPER UNTIL SUCH TIME AS MAINTENANCE RESPONSIBILITIES ARE
CONVEYED TO THE NC DEPARTMENT OF TRANSPORTATION.
16. THIS SUBDIVISION CONTAINS NO KNOWN PROPERTY OR BUILDINGS
WITHIN OR ADJACENT TO THE SUBDIVISION THAT IS LOCATED ON THE
NATIONAL REGISTER OF HISTORIC PLACES.
17. THE 50' STORMWATER VEGETATED SETBACK EXTENDS FROM THE BANK
OF THE STREAM. THE NON WETLAND AREA OF THE SETBACK MAY BE
CLEARED OF GRADED, BUT MUST BE PLANTED WITH AND MAINTAINED IN,
GRASS OR OTHER VEGETATIVE OR PLANT MATERIAL. NO IMPERVIOUS
SURFACES ARE ALLOWED WITHIN THE SETBACK.
PROPOSED SITE AREA TABULATIONS
..
_
y N An
o Verrazzano Ct
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50' R/W PUBLIC (26' BC -BC, LOCAL)
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CO
/
70.00'
pd\
62,54' \ e 128.80' /
I ��` C
1 1 I ����%: C
1065 SF WETLAND FILL
I 1 -1 4" \/
v •�'�
26.78' a L
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THOMAS ENGINEERING, PA est 1983
civil engineering.land development.project management
/
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rorAL
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I 2 \
9a. `
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25' MBL /
\
25' MBL
r MBL \% -REFER TO SHEET 4 FOR SILT FENCE,
1 'MBL
CHECK DAM, PIPE PROTECTION, AND
-
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I I ��. ,
\\ 4 7.331
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150 SF RIP RAP
\• \ '' �� TEMPORARY BOX PROTECTION
I 1
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INLET PROTECTION
�� ' ,� DETAILS
I /
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526
m
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1 525
INSTALL
ROW ALONG
°'
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1 ,,,,\
�524 / / " .
DOUBLE SILT FENCE '� / o. (523 ,.
\ `'' >
LIMITS OF WETLAND \ . ' ) J
CROSSING SITE \ ' ... / �' \�\ `
\ 2s, \
I \
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522 \ \
1 \ I
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/ r - - - -2 5' MBL v
/ 1 521
-
811
PVI STA. = 5+25.00
rL ELEV. = 39.75'
VERRAZZANO CT
PVI STA. = 6+66.57
A
ti ELEV. = 39.20'
Iv
48.0'
48.0'
Proposed Q Grade Line
Know what's below.
o0
Natural Ground
-�
00
Call before you dig. 44.0'
Welland Impact Extents
6" X 2"
DI Reducer
After
44.0' cp
TOTAL ACREAGE 254.60 AC.
OPEN SPACES AND COMMON AREA 63.18 AC.
ACREAGE IN LOTS 162.33 AC.
ACREAGE IN RIGHT-OF-WAY 29.09 AC.
ACREAGE OF 404 WETLANDS 59.13 AC. ±
NUMBER OF LOTS 488
AVERAGE LOT SIZE 14,490 SF
SMALLEST LOT SIZE 7,397 SF
LINEAR FEET OF STREET 24,308 LF ±
PROPOSED BUILT UPON AREA 61.07 AC.
PROPOSED BUILT UPON AREA % 23.99 %
SETBACKS
Hydrant
Tee
0
D33
��
CD
z 40.0'
r
-0 39%
��
- 0.36%
4v._ z
-
_
"
_
;
z0
--
D32
O
6"C900PVCWATERMAIN
F- 36.0'
6" Min. Burial Depth for
`-- I•-
-
Q
30" Storm Drain
'
"
/
W
dye`- `'`v /
_
�'4'v/ // / 2.�
// /U/ /
r
SDR 35 PVC
J 32.0'
35 PVC
175 LF OF PC 350 DIP
- f
W
SDR
24"MIN
7
-1
W
Install 6" Restrained Joint DI
SS-106: 440 LF 8" Sewer Main 0.42%
2"SDR 21 CLASS 200
FRONT YARD 25'
SIDE STREET 20'
SIDE YARD 8'
REAR YARD 15'
Water Drop Assembly w/ (4) 45° Bends
of @
PVC WATER MAIN
28.0'
5+00
_ 1
Centered on Storm Drain
6+00 7+00
STATION
8+00
28.0'
PROPOSED STORM PIPE DATA
PIPE #
0 & MAT.
INV. IN EL.
INV. OUT EL.
LENGTH
SLOPE
FINAL DRAWINGS
Released for permits only,
not released for construction.
t
D31
30"RCP Class IV
35.50'
35.10'
20'
86%
GRAPHICSCALE (HOR) GRAPHIC SCALE (VER)
D32
30"RCP Class IV
35.35'
35.20'
20'
0.69%
D33
30" RCP Class IV
35.20'
35.00'
33'
0.57%
_
D34
30"RCP Class IV
35.00'
34.90'
20'
0.47%
4
•
TYPICAL ELEMENT SYMBOLOGY
DRAWING INDEX
,`, IIIIIII/T7r to
\\ IJ % jt
,til -sGINEP), Ii.fr ��,t,CA �Ltli
♦ "// I `� NS% ! f frI
.ogP oRrq' !� osiS �/04.,'1y ;
i` .
Q
= �' ; SEAL �`" ` '� S ' AL '��°
^ E-. D '� .
C - 438 �; I 1
:\
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i v CA{OQ���� ti� ti
��� rr r 1 r r r r t 1, - ,,,4." l 4 Sl + $
ff * ll 1 O ti�
!7 1 98'3 111 ttt 4' j1 ,'1.
i7�t/ I I I I I I I11 \1\ t 1 i j I 111'I '
PLAN & PROFILE
SHEET NAME
Subdivision Boundary & Phase Lines = • : • = Proposed 6" & 2" Water Mains
--- Centerlines Proposed Water Service
Setback Lines H Proposed Water Valve & Box
- - - 11, p
Lot Lines &Corner NodesProposed Reducer
NWP #29
WETLAND FILL FOR
STONES LANDING SECTION IV
AT ONSLOW BAY
WHITE OAK TWSP ONSLOW COUNTY NORTH CAROLINA
1 VICINITY& SITE INDEX
2 PLAN & PROFILE
3 ROADWAY& DRAINAGE DETAILS
4 EROSION CONTROL DETAILS
�•
404 Wetlands Proposed End Line Blowoff
- w �--►1- of
- VB - 50' Vegetated Proposed Fire Hydrant Assembly
100-yr Flood Line Proposed Ductile Iron Pipe Views)
(Profile
j�
#= Existing Topography Contours
- - moo- Temporary Silt Fence'„
_ Proposed Pavement - LD - Limits of Disturbance
TT Proposed Wetland Fill Extents Temp. Hardware Cloth & Gravel Inlet Prot.
Proposed Sewer Manhole & Mains ^^i^ Temporary Check Dam
OWNER & DEVELOPER
CLEARLY DEVELOPMENT, INC.
100 CAROLINA P ANTATION BLVD.
JACKSONVILLE, NC 28546
Proposed Sewer Service D-# Q Proposed Storm Pipe
SCALE: AS SHOWN
DATE : 04.05.2021
I. 8-# Catch Basin __ __ _ Permanent Rip Rap Stone Protection
PROJECT #: 2020_007
SHEET : 2 of 4

c
REFER TO CURB & GUTTER
DETAIL FOR CURB TYPE
�i4,4- �4-�
, F 4_ 4- 4, 4 / h x� � y
.X4- 4 4- '4 4- 4 .4- d / k {-
4-44-4,4-4-4-4-� 1
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eF d' �- - d- s 4I O
dr Zr4-4 4- 4- 4-4- 4- d- I�
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4- 4- 4- Ar
xx
4-k 4 4, 4, 4-
\ \ \ \ \ \ \ \//\\ •������e�e�e�e•\\ \ \ \ \
�\ / \/ / / \ / / \ \\\j®i� i���i_.����rv���� v���i..�e���r.�l /\/\\j\\j\ \/ / \/ / \/
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/
vy A\\\ A\ /A\ \/A \/
4.
444, 44.4 ,,44
.44-
e
1y. •....i...:va•i7•
DIMENSIONS
LABEL DESCRIPTION
WIDTH
A
BACK OF CURB TO BACK OF CURB (LOCAL)
26'
8
CURB AND GUTTER (ROLLED -TYPE)
24"
C
RIGHT OF WAY
50'
1/2" EXPANSION JOINT
STANDARD CURB AND
GUTTER STD. NO. 411.01
STANDARD COMBINATION
GRATE & HOOD STD. 614.01
STANDARD CURB AND
GUTTER STD. NO. 411.01
\\ \\ \ \\ \
LABEL DESCRIPTION
COMPACTED SUBGRADE
MATERIALS
\/
DEPTH
WIDTH
01
S 9.58 ASPHALT SURFACE COARSE
1.5"
22'
20
CRUSHED AGGREGATE BASE COARSE
6"
22'
TYPICAL ROADWAY SECTION
1/2" EXPANSION JOINT
CURB TRANSITION STD. NO. 411.04
Know what's below.
CaII before you dig.
ROLLED -TYPE CURB TO
CATCH BASIN TRANSITION
— ROLL TYPE CURB
AND GUTTER
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\/\\/71"/ \\ \\
FINAL DRAWINGS
Released for permits only,
not released for construction.
NATURAL AREAS
ALIGN BACK OF CURB
TO BACK OF HOOD
0
6" GRANULAR
MATERIA
BEDDING
x CONCRETE BLOCK
COMPACTED BACKFILL IN 8
INCH LIFTS AND 95% MIN.
DENSITY OR AS SPECIFIED
BY THE ENGINEER
COMPACTED ABC STONE
AS SPECIFIED
COMPACTED SELECT
BACKFILL WHERE
SPECIFIED TO BE
INSTALLED IN 6" LIFTS AND
95% MIN. DENSITY
ASPHALT (TYP.)
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PAVED AREAS
TYPICAL STORM DRAIN TRENCHING DETAILS
PRECAST CONCRE
ROADWAY
PAVEMENT
SECTION
(TYP.)
REFER TO ENGINEERING
SPECIFICATIONS FOR HOOD,
GRATE, AND FRAME ASSEMBL Y.
TOTAL WIDTH TO MATCH WIDTH
OF CURB & GLITTER SECTION,
UNLESS NOTED OTHERWISE.
16" WIDE STEPS INSTALLED 7"
FROM FACE OF WALL TO
BACK OF STEP AND AT
VERTICAL SEPARATIONS NOT
TO EXCEED 12". 15"
CLEARANCE FROM CENTER
OF STEP TO OUTSIDE OF
BOX.
PRECAST BOXES JOINTS
TO BE SEALED WITH
BUTYL RUBBER JOINT
SEALANT
BASE EXTENDED BEYOND
WALL EXTERIOR EDGE
PLAN INVERT ELEVATION
(INV.)
FORT INVERT
NOTES:
1. FOR CATCH BASINS THE RIM ELEVATION AS
SHOWN ON THE PLANS IS TO BE THE TOP OF
BACK OF CURB ELEVATION.
2. DRAINAGE STRUCTURES SHALL BE PROVIDED
AS REINFORCED MASONRY, MASONRY,
CAST -IN -PLACE REINFORCED CONCRETE, OR
PRECAST CONCRETE.
3. DRAINAGE STRUCTURE BASE SHALL BE
PLACED ON 6" GRANULAR BEDDING.
4. MINIMUM CONCRETE STRENGTH OF PRECAST
DRAINAGE STRUCTURES 70 BE 4,000 PSI AT 28
DAYS.
5. 6" OF CLEARANCE SHALL BE PROVIDED ON
BOTH SIDES OF THE PIPE TO THE INSIDE WALL
OF THE BOX.
6. CAST -IN -PLACE AND/OR PRECAST CONCRETE
DRAINAGE STRUCTURES LOCATED WITHIN
PAVED AREAS ACCESSIBLE TO TRUCK
LOADINGS SHALL BE DESIGNED TO MEET
AASHTO HS 20-44 LOADING.
7. DRAINAGE STRUCTURE WALLS SHALL BE 8"
THICK AS TYPICAL. DRAINAGE STRUCTURES
OVER 8' IN DEPTH (INVERT TO TOP OF
CASTING) SHALL HAVE WALLS 12" THICK.
WHEN THE DRAINAGE STRUCTURE DEPTH
EXCEEDS 8' IN DEPTH, THE BOTTOM SLAB
SHALL BE REINFORCED.
8. FOUR INCH WALLS ARE NOT ACCEPTABLE ON
DRAINAGE STRUCTURES.
9. CLAY BRICK STRUCTURES ARE NOT
ACCEPTABLE.
10. STEPS ARE REQUIRED ON ALL DRAINAGE
STRUCTURES GREATER THAN 36" IN DEPTH.
11. STEPS ARE TO BE PROVIDED ON "NON -PIPE"
WALLS.
12. TYPE M MORTAR TO BE USED IN MASONRY
BOXES.
13. SEE SITE PLAN FOR PIPE LOCATIONS.
14. INSIDE BOX WIDTH FOR 'NO PIPE' WALLS SHALL
BE 36 INCHES.
15. ALL CONCRETE PIPE USED IS TO BE CLASS III,
MINIMUM.
TYPICAL CATCH BASIN DETAILS
u rts
(1.10 E�
N M L CD
E k E N
E c0
o N
CO
10
M 0
SHEET
1
2
3
4
DRAWING INDEX
NAME
VICINITY & SITE INDEX
PLAN & PROFILE
ROADWAY& DRAINAGE DETAILS
EROSION CONTROL DETAILS
- VB -
TYPICAL ELEMENT SYMBOLOGY
Subdivision Boundary& Phase Lines
Centerlines
Setback Lines
Lot Lines & Corner Nodes
404 Wetlands
50' Vegetated Setbacks
100-yr Flood Line
Existing Topography Contours
Proposed Pavement
Proposed Wetland Fill Extents
Proposed Sewer Manhole & Mains
Proposed Sewer Service
Catch Basin
D-# Q
Proposed 6" & 2" Water Mains
Proposed Water Service
Proposed Water Valve & Box
Proposed Reducer
Proposed End of Line Blowoff
Proposed Fire Hydrant Assembly
Proposed Ductile Iron Pipe (Profile Views)
Temporary Silt Fence
Limits of Disturbance
Temp. Hardware Cloth & Gravel Inlet Prot.
Temporary Check Dam
Proposed Storm Pipe
Permanent Rip Rap Stone Protection
ROADWAY & DRAINAGE DETAILS
NWP #29
WETLAND FILL FOR
STONES LANDING SECTION IV
AT ONSLOW BAY
WHITE OAK TWSP ONSLOW COUNTY NORTH CAROLINA
OWNER & DEVELOPER
CLEARLY DEVELOPMENT, INC.
100 CAROLINA P ANTATION BLVD.
JACKSONVILLE, NC 28546
SCALE: NOT TO SCALE
DATE : 04.05.2021
PROJECT #: 2020 007
SHEET : 3 of 4

Know what's below.
CaII before you dig.
0)
VARIES AS DIRECTED BY ENGINEER
WIRE
FILTER FABRIC
6" MIN.
STORM PIPE OUTLET
PROTECTION AND END TREATMENT
8' MAXIMUM
STAY WIRES AT 12" INTERVALS MIN. 12-1/2 GAUGE
GROUND
LINE
r
TOP STRAND 10
GAUGE MIN.
LINE WIRES 12-1/2
GAUGE MIN.
BOTTOM STRAND 10
GAUGE MIN.
SILT FENCE NOTES
1. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL
BE FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE
ENGINEER.
3. STEEL POSTS SHALL BE 5' IN HEIGHT AND SHALL BE OF THE
SELF -FASTENER ANGLE STEEL TYPE.
4. WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT
LESS THAN #9 WIRE STAPLES 1-1/2" LONG.
TEMPORARY SILT FENCE
RIP RAP TO EXTEND ONE FT
ABOVE TOP OF BANK 0 W
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12"
\/\ vi., O O O //4U \� RIP RAP APRON
`\ \ j j jai/. "4i \
\//�
1.5 X davg OF 6" MINIMUM BURY ///�
/\/i
\ CONCRETE FLARED
END SECTION
(DIMENSIONS MAY VARY)
SEE STORM DRAIN TRENCHING
DETAIL FOR BEDDING
NON -WOVEN GEOTEXTILE FABRIC
NOTES:
1. FLARED END SECTIONS MAY OR MAY NOT BE USED. REFER
TO PLAN DRAWINGS AND/OR CONTACT THE ENGINEER FOR
FLARED END LOCATIONS.
2. PIPE END TREATMENT WITHOUT FLARED END SECTION TO BE
INSTALLED IN A SIMILAR FASHION TO THIS DETAIL.
0
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48" MAX.
H
19-GUAGE HARDWARE CLOTH
(1/4" MESH OPENINGS)
Min Y IHHYH
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SECTION
HARDWARE CLOTH AND GRAVEL
TEMPORARY INLET PROTECTION
9" MIN
FILTER CLOTH
SECTION
FLOW
FINAL DRAWINGS
Released for permits only,
not released for construction.
PLAN
J0D0O0D0O0u0O0D0O0D00-�
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OoOoOoOoOo �oOoOoOoOoOoC
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Oo6o6o00000o NCDOT #5 or #57 Oo000o006o;
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'OnonOno fOno fOnonOnn.,O.."
1.5' MIN
12" OF NCDOT #5
OR #57 WASHED STONE
CLASS B RIP -RAP
FILTER CLOTH
oD�-B
CROSS-SECTION
1.5' H
P
ovo �0�Q0OoQo
a30gOa°o�000
oQ� oOvo°��V°o�0� �oQOo
4'TO6'
TEMPORARY GRAVEL & RIP -RAP CHECK DAM
A
2' MAX AT
CENTER
SHEET
1
2
3
4
DRAWING INDEX
NAME
VICINITY & SITE INDEX
PLAN & PROFILE
ROADWAY& DRAINAGE DETAILS
EROSION CONTROL DETAILS
TYPICAL ELEMENT SYMBOLOGY
Subdivision Boundary& Phase Lines
Centerlines
Setback Lines
Lot Lines & Corner Nodes
w — 404 Wetlands
— VB — 50' Vegetated Setbacks
100-yr Flood Line
Existing Topography Contours
Proposed Pavement
Proposed Wetland Fill Extents
Proposed Sewer Manhole & Mains
Proposed Sewer Service
Catch Basin
dp-
8-#
D-# Q
Proposed 6" & 2" Water Mains
Proposed Water Service
Proposed Water Valve & Box
Proposed Reducer
Proposed End of Line Blowoff
Proposed Fire Hydrant Assembly
Proposed Ductile Iron Pipe (Profile Views)
Temporary Silt Fence
Limas of Disturbance
Temp. Hardware Cloth & Gravel Inlet Prot.
Temporary Check Dam
Proposed Storm Pipe
Permanent Rip Rap Stone Protection
EROSION CONTROL DETAILS
NWP #29
WETLAND FILL FOR
STONES LANDING SECTION IV
AT ONSLOW BAY
WHITE OAK TWSP ONSLOW COUNTY NORTH CAROLINA
OWNER & DEVELOPER
CLEARLY DEVELOPMENT, INC.
100 CAROLINA P ANTATION BLVD.
JACKSONVILLE, NC 28546
SCALE: NOT TO SCALE
DATE : 04.05.2021
PROJECT #: 2020 007
SHEET : 4 of 4

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office *
Reviewer List*
20141255
Version*
3
Wilmington Regional Office - [phone]
Holley Snider
Pre -Filing Meeting Request submitted 4/2/2021
Contact Name * Bobby Billingsley
Contact Email Address* [e-mail]
Project Name * Stones Landing Section IV at Onslow Bay
Project Owner* Clearly Development, Inc.
Project County* Onslow
Owner Address: Street Address
100 Carolina Plantations Blvd
Address Line 2
City State / Rovince / Region
Jacksonville NC
Fbstal / Zip Code Country
28546 United States
Is this a transportation project?* C Yes ( No
Type(s) of approval sought from the DWR:
l 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#?*
C Yes ( No
Do you know the name of the staff member you would like to request a meeting with?
No - Possibly Holley Snider (DWR) and Rachel Capito
(Corps)
Please give a brief project description below and include location information.*

This project will be to permit a NWP#29 and 401 Cert for wetland fill
for a proposed roadway (Verraaano Ct) and cross pipe for the
Stones Landing Section IV at Onslow Bay project. Total fill area is
1065 sf. This site is upstream from what was determined to be a blue -
line stream, so vegetated setbacks do not apply, just 404 wetlands.
Additionally as shown on the attached .pdf, the pipe is shown
perpendicular to latest guidance from NCDOT for subdivision pipe
design. However with their approval this be revised for the pipe to be
installed directly in the flow line of the wetland gut. This would not
alter the area of the needed fill limits.
Please give a couple of dates you are available for a meeting.
4/8/2021
4/12/2021
4/13/2021
Please attach the documentation you would like to have the meeting about.
Verraaano_WetCrossingArea_1065SF.pdf 379.83KB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• !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
Submittal Date 4/2/2021