20140176 Ver 1_401 Application_20140214

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street • P O Box 976
Jacksonville, NC 28541 -0976
910- 455 -2414 • Fax [phone]
Firm License Number F -0108
LETTER OF TRANSMITTAL
TO: Mr Brad Shaver, Regulatory Specialist
U S Army Corps of Engineers
69 Darlington Ave
Wilmington, NC 28402
WE ARE SENDING YOU:
20140176
ping Hori2 nS
DATE: February 6, 2014
REF: Peyton Lake
Onslow County, NC
404 Wetlands PCN
One (1) original Wetlands Pre - Construction Notification Form (with attachment), One (1) copy of the following
Stormwater Narrative, the Revised Wetlands Impact Narrative, Wetlands Impact Maps (Sheets I and 2 of 2)
DELIVERY VIA:
Nx Regular Mail
❑ UPS Overnight
❑ Hand
❑ UPS Ground
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑ Federal Express
❑ Other
Z For Approval ❑ As Requested ❑ For Review and Comment
❑ For Your Use For Bids Due
U]
El FjrF
El
`J 201T
D NR - WATER
COMMENTS: W du $ U ara
Brad, this is the next section in the over all Peytons Ridge Subdivision Please review age & let rjie know if
additional information is required Thanks
Athan M Parker,
Copies To. Mr Elijah Morton - Onslow Development Group, LLC (w /enclosures)
Mr Ian McMillian, NCDENR (w /enclosures)
AMP/bab CF (P), LAM, JLM
c2 AMP LOT Shaver PeytonLake 404WetlandsPCN 2 4 14
(if enclosures are not as noted, kindly notify us at once)
EMAIL ADDRESS: TEXT MESSAGES TO- paitextabizec.rr com MAPS AND PLANS TO: paidraft(a,bizec.rr.com
• ENVIRONMENTAL ENGINEERING • STORMWATER, WATER & WASTEWATER SYSTEMS
• FEASIBILITY & DEVELOPMENT CONSULTING • GLOBAL POSITIONING SURVEYS • SUBDIVISION & CONSTRUCTION PLANS

F
W ATE9OG
Office Use Only
Corps action ID no
DWQ project no
Form Version 1 3 Dec 10 2008
Page 1 of 10
PCN Form — Version 1 3 December 10, 2008 Version
Pre - Construction Notification (PCN) Form
A
Applicant Information
1.
Processing
1a
Type(s) of approval sought from the
Corps
®Section 404 Permit F1 Section 10 Permit
lb Specify Nationwide Permit (NWP) number 29 or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1d
Type(s) of approval sought from the DWQ (check all that apply)
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification
❑ Yes ® No
For the record only for Corps Permit
❑ Yes ® No
1f
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program
❑ Yes
® No
1g
Is the project located in any of NC's twenty coastal counties If yes, answer 1 h
below
® Yes
❑ No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a
Name of project
Peyton Lake
2b
County
Onslow
2c
Nearest municipality / town
Swansboro
2d
Subdivision name
Peytons Ridge
2e
NCDOT only, T I P or state
project no
3
Owner Information
3a
Name(s) on Recorded Deed
Onslow Development Group, LLC + Morton Minerals, Inc
3b
Deed Book and Page No
Book 3525, Page 487 & Book 66, Page 159
3c
Responsible Party (for LLC if
applicable)
Elijah Morton, Member
3d
Street address
121 Garnet Lane
3e
City, state, zip
Jacksonville, NC 28546
3f
Telephone no
(910) 346 -9068
3g
Fax no
(910) 346 -1895
3h
Email address
N/A
Page 1 of 10
PCN Form — Version 1 3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ❑ Other, specify Developer
4b
Name
4c
Business name
(if applicable)
4d
Street address
4e
City, state, zip
4f
Telephone no
4g
Fax no
4h
Email address
5.
AgenVConsultant Information (if applicable)
5a
Name
Athan M Parker, El
5b
Business name
(if applicable)
Parker & Associates, Inc
5c
Street address
306 New Bridge Street
5d
City, state, zip
Jacksonville, NC 28540
5e
Telephone no
(910) 455 -2414
5f
Fax no
(910) 455 -3441
5g
Email address
paitext @bizec rr com
Page 2 of 10

B. Project Information and Prior Project History
1 Property Identification
1a Property identification no (tax PIN or parcel ID)
534501392665 & 534501285396
1 b Site coordinates (in decimal degrees)
Latitude 34 72070 Longitude -77 1947°
(DD DDDDDD) ( -DD DDDDDD)
1c Property size
107 73 acres
2 Surface Waters
2a Name of nearest body of water (stream, river, etc ) to
UT to Queens Creek
proposed project
2b Water Quality Classification of nearest receiving water
SA HQW
2c River basin
White Oak River Basin
3 Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application
The site is currently wooded land with some wetlands
3b List the total estimated acreage of all existing wetlands on the property
28 t AC
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
1,780 + LF
3d Explain the purpose of the proposed project
The purpose of the proposed project is to construct a road and utilities over a thin section of wetlands to access additional
lots in the subdivision
3e Describe the overall project in detail, including the type of equipment to be used
Grading will be performed for roadways, drainage and utility Installation Typical grading equipment will be used
4 Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
® Yes El No El Unknown
project (including all prior phases) in the past
Comments
4b If the Corps made the jurisdictional determination, what type
❑ Preliminary ® Final
of determination was made?
4c If yes, who delineated the jurisdictional areas?
Agency /Consultant Company
Name (if known) Haywood Pittman
Other Pittman Soil Consulting
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
9/26/2011 & 9/18/2013- SAW- 2011 -01419
5. Project History
5a Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b If yes, explain in detail according to "help file" instructions
See attached Wetlands Impact Narrative
6. Future Project Plans
6a Is this a phased project?
® Yes ❑ No
6b If yes, explain
Future phases will build out existing tract of land, DB 3525 Pg 487, While minimizing wetland impacts
Page 3 of 10
PCN Form — Version 1 3 December 10, 2008 Version

C Proposed Impacts Inventory
1 Impacts Summary
la Which sections were completed below for your project (check all that apply)
® Wetlands ❑ Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ®P ❑ T
Culvert/Road
Crossing
Riparian
® Yes
[:1 No
® Corps
[:1 DWQ
0 06
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
006
2h Comments
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
31 Comments
Page 4 of 10
PCN Form — Version 1 3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then indiv ually list all open water impacts below
4a
4b
4c
4d
4e
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P ❑T
02 ❑P ❑T
03 ❑ PEI T
04 ❑P ❑T
4f Total open water impacts
0
4g Comments
5 Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f Total
0
5g Comments
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes, permit ID no
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k Method of construction
6 Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below If any impacts require mitigation, then you MUST fill out Section D of this form
6a
❑ Neuse ❑ Tar - Pamlico ❑ Other
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required?
131 ❑P ❑T
El Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
B3 ❑P ❑T
❑Yes
❑ No
6h Total buffer impacts
0
61 Comments
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
See attachment
1b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Culvert length has been minimized by keeping the road grade to a minimum elevation and 4 1 slopes down beyond
typical DOT Road Cross - Section Silt fence and erosion control measures proposed at clearing limits to avoid or minimize
any sedimentation runoff from entering wetlands
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 ❑ No
2b If yes, mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
2c If yes, which mitigation option will be used for this
project'?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type warm stream
Quantity 19 LF
3c Comments
4 Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from in -lieu fee program is attached
❑ Yes
4b Stream mitigation requested
4c If using stream mitigation, stream temperature
❑ warm ❑ cool ❑cold
4d Buffer mitigation requested (DWQ only)
square feet
4e Riparian wetland mitigation requested
4f Non - riparian wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested
acres
4h Comments
5 Complete if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
Page 6 of 10
PCN Form — Version 1 3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required
0
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
6h Comments
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
lb
If yes, then is a diffuse flow plan included? If no, explain why
❑ Yes ❑ No
Comments
2.
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
24%
2b
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan
The
project does not exceed the allowable 24% impervious area and stormwater runoff is transported by
roadside ditched that outlet to swales that discharge to wetlands at low velocities.
❑ Certified Local Government
2e
Who will be responsible for the review of the Stormwater Management Plan?
® DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
❑ Phase II
3b
Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
® Coastal counties
❑ HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply)
❑ Session Law 2006 -246
❑ Other
4b
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
5.
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
Page 8 of 10
PCN Form — Version 1 3 December 10, 2008 Version

I I
F Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes ® No
use of public (federal /state) land?
1 b If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter)
Comments
2. Violations (DWQ Requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b Is this an after - the -fact permit application?
❑ Yes ® No
2c If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3. Cumulative Impacts (DWQ Requirement)
3a Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
Further development will be layed out to minimize wetland impacts to prevent degradation of downstream water quality
4. Sewage Disposal (DWQ Requirement)
4a Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility
Each of the residential lots will have an on -site septic disposal system as regulated by the Onslow County Health
Department
Page 9 of 10
PCN Form — Version 1 3 December 10, 2008 Version

5 Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh ❑ New Bern
5c If yes, indicate the USFWS Field Office you have contacted
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Data Search and Virtual Workshop — NC Natural Heritage Program
6 Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Contacted Ron Sechler, NOAA National Marine Fish Service in Beaufort, NC (252) 728 -5090
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
❑ Yes ® No
status (e g , National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
We have reviewed the NC State Historic Preservation Office GIS Service Map
8. Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA - designated 100 -year floodplam?
❑ Yes ® No
8b If yes, explain how project meets FEMA requirements No proposed Impervious Structures (other than road crossings)
within the Riparian Buffer Zone
8c What source(s) did you use to make the floodplam determination? Flood Map FIRM CPN 370340 5345 J (Onslow
County) effective November 3, 2005
Mr Elijah T Morton
Applicant/Agent's Printed Name
plicant/Agent's Signature
Date
(Agent's signature i valid only if an authorization letter from the applicant
is provided
Page 10 of 10

ATTACHMENT TO PRE - CONSTRUCTION NOTIFICATION (PCN)
FORM FOR
PEYTON LAKE
Section D.1.a Avoidance and Minimization
February 2014
The layout of the entire project has been carefully planned to minimize wetlands
impacts while at the same time maximizing the potential of the development Connor Way's
connection is the only possible access to these 4 lots inside this project Connor Way will
intersect the wetlands as close to 90 degrees as possible The cross section for the street has
been designed to allow the minimum fill possible to allow adequate cover for pipe F and to
allow the road subgrade to be of an elevation so that it may stay dry during most storms. Pipe
F also has been designed with inverts to naturally convey water from one side of the crossing to
the other with a burial depth of 12" from the existing elevation of the lowest point within the
section of wetlands we propose to cross. The location of the proposed water main is to occur
within the footprint of the proposed road to minimize additional impacts (water main location
also shown on the Impact Area Exhibit Maps)
Peyton Lake is designed as a low density project and uses vegetated roadside ditches
instead of impervious curb and gutter as a low impact development methodology This design
option minimized impacts to wetlands by transporting stormwater runoff primarily by
vegetative conveyances while allowing for plant interception before discharge. All runoff from
the roads "sheet flows" into ditches that outlet to swales that are designed to discharge to
wetlands at low velocities (<2 ft/sec). The project as designed will keep the wetland recharged
with quality stormwater (treaded by vegetative conveyances), while at the same time
preventing impacts from erosive velocities.

• '
L
PEYTON LAKE
WETLANDS IMPACT NARRATIVE
NOVEMBER 2012
UPDATED MAY 2013
UPDATED FEBRUARY 2014
SAW- 2011 -01419
Peytons Ridge is a residential subdivision in Eastern Onslow County. This project is a
phased project At this time we have finished construction on Section I, working in Section II,
III, IV & V and propose to begin construction in Section VI as well as Peyton Lake within the next
few months. Please see below the following up to date wetland impacts per section
Section
Date
LF of Stream
Impacted
Acreage of 404
Wetlands
Impacted
Acreage of 401
Wetlands
Impacted
I
N/A
0
0
0
II
9/26/11
25
0 002
01
III
12/10/12
120
0.20
0
IV
6/20/13
19
0.017
0
Lake
Current
0
0 006
0
Total
164
0 225
001

PEYTON LAKE
STORMWATER NARRATIVE
NOVEMBER 2013
Peyton Lake is a 49 lot residential subdivision located in Hubert, Onslow County. The
107 73 acre tract is adjacent to Peytons Ridge, Section VI, on Aria Lane which runs through
Section VI and Section III and ties to Dezi Lane. Dezi Lane makes the connection back to Section
II which connects to Peytons Ridge Drive which connects to Pittman Road (SR 1433)
approximately 4,100 LF from its intersection with NC HWY 24 No portion of the project is
within % mile of Queens Creek (SA,HQW).
The site is mostly wooded and the existing topography is rolling with slopes from less
than 2% up to 8 -10% is some areas
Stormwater management is provided under the low density option of the Coastal
Stormwater Rules for "Other Coastal Development," which requires the project area to have a
maximum built upon area (BUA) of 24 %, primary drainage by vegetated conveyances, and a 50'
vegetated buffer from all streams The project does not exceed 24% of impervious area, and
stormwater runoff is transported by roadside ditches that outlet to wetlands at low velocities in
several different locations The required 50' vegetative buffer for new development is achieved
by an offset from the top of bank of the tributaries in location where they are considered
intermittent stream (points designated by DWQ). This "top of bank" location is not to survey
grade but has been estimated conservatively by using the widest point away from the
centerline of the stream as the stream meanders along. We have offset the property line by 10
feet to come to this approximate top of bank line of which we offset 50 feet for the buffer We
also have a note written on the preliminary plat that says each individual property owner shall
confirm the distance away from the top of bank before erecting any BUA within close proximity
to the stream
For further information, please refer to the Plans and other Submittal Documents.

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I Lynn Bell
M B 20, Pg 6
i
Connie F Taylor Belinda F &
By Will Ottis L Howard
M B 41, Pg 81 D B 3003, Pg 37
Rebecca Adeline Cox
& Alexandria Blair
D B 3227,Pg 39
Lynn E Bell
D B 387, P9 392
Pro ect
PEYTON LAKE
A PLANNED RESIDENTIAL DEVELOPMENT
White Oak & Swansboro Twp , Onslow Co, North Carolina
Lynn B Unsworth /
D B 2699, Pg 520 /
Overall
Owners
Onslow Development
Group, LLC
121 Garnet Lane
Jacksonville, North Carolina 28546
(910) 346 -9068
Existing Peyton Ridge, Section VI
D B 3525, P9 487
M B 66, Pg 159
Lynn Bell Phelps
By Will
N sty Pond Drive
— 50' R/ W
Legend:
Pg - Page
Ex. Breeze Way Court
50' R/W _Wo
R/W - Right -of -Way
Typ - Typical
- Wetlands Hatch
-- Wetlands Line
1 i Peyton Ridge, Section I
M B 62, Pg 137
38,
I
1 I
Minerals Inc I I
A7 _ Pa 674 I
Lawrence & Frances Fitzpatrick
D B 2245, P9 348
I
Mearl Travis Riggs
I D B 402, Pg 288
Wetlands Impact Map - Sheet 1 of 2
Date 1/20/14
Scale 1" =300'
Field book N/A
File Name Peytons Lake -wet impact dwg
Disk Name ACAD 2417
Drawn JJL
Job No 5120424 -5377
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SITE
Breeze Way Ct $ fn
a< m
61
Hubert Blvd d
nvdle NC Hwy 24 To S
/acicso
Vicinity Sketch
Not to Scale
Notes:
1 Wetland crossings initial disturbance of these areas shall
be limited to only that area minimally needed to allow
passage of construction equipment to prepare for the
installation of the crossing and to execute upland
construction on the opposing side of the crossing
Grubbing or land disturbance of the subject area shall
not be performed until the culverts, backf ill material,
erosion and sediment control materials or devices
sufficient to substantially complete the construction and
stabilization of the crossing are staged or stockpiled at
the location Due consideration shall be given to impending
inclement weather conditions that may adversely affect
the completion of the crossing in the shortest time
practicable
2 No construction of the crossing shall commence in the
wetlands until all materials needed for the crossing are
staged on site
3 When possible, work in the wetlands shall be done during
periods of dry weather
4 Work in the wetlands shall be completed in the minimum
time necessary
5 Install silt fence at crossing
6 Install crossing Finish grade area
7 Install permanent ground cover on slopes
8 Maintain silt fence at toe of slope and as needed to
prevent erosion
9 Conner Way and wetlands impact are not located in a
designated flood zone See full construction plans for
further design information and details
Parker & Associates, Inc.
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 — 28541 -0976
308 New Bridge Street — 28540
Jacksonville, North Carolina
Phone [phone] — Fax [phone]
Firm License Number: F -0108
i� _

A
W-.
Daylight road I f
291 side ditches
to wetlands "
@ Elev 251± + L
Impact
0 06 Ac Riparian Wetlands
• W
W W
4+00 y
30
25
'EOP
W
Inv Out 23 72
II Daylight road }
side ditches 292
v to wetlands
@ Elev 251t o
RRA RCD R/W
r. ... ... ...
.Y C9 Z
F
Conner Way EOP-
W W 50' R/ W 5+i00
W W
W EOP-
R/W
6" Tee
6" G V 2" :,ff
6" FH 4'
6" P T 2" 295
12" G V
Plan View
110
in d Scale 1" =30'
.ti
100
OD N
16
N Ch
+
N
-
>
do.,
a
w s
H� aa�
s 0 „
<Y
'
Finished Grade
EOP
F +�sy
4
W
—
— '9Gn —I
W •
6" PVC Wate
- - -- -
�'
4' off EOP
W
4 (n
Inv In 24 00
Daylight road
d
Daylight road
296
side ditches
N
side ditches
to wetlands
o
to wetlands
@ Elev 251±
6" PVC Water
"
u
@ Elev 251±
R/W
6" Tee
6" G V 2" :,ff
6" FH 4'
6" P T 2" 295
12" G V
Plan View
110
in d Scale 1" =30'
.ti
100
OD N
16
N Ch
+
N
-
>
do.,
a
w s
H� aa�
s 0 „
<Y
Finished Grade
EOP
F +�sy
—
— '9Gn —I
- - --
- -- -
- - -- -
_
73' Min Cover
6" PVC Water
24"
Min
56LF
30" RCP
2" PVC Water
56 L
30" RCP
I O`tLh
4x
24"
¢,Invert 23 86
4 +00 Profile View 5 +00
4 -45 Bends &
6" Restrained -Joint D I P
Scale 1 " =4' Vertical Wetland
water centered at S D Pipe
Protect
i ='%J nunwniuI
Owners
PEYTON LAKE Onslow Development
A PLANNED RESIDENTIAL DEVELOPMENT Group, LLC
White Oak & Swansboro Twp , Onslow Co, North Carolina 121 Garnet Lane
Jacksonville, North Carolina 28546
(910) 346 -9068
Legend:
Ac - Acreage
f- Centerline
D I P - Ductile Iron Pipe
Elev - Elevation
— EOP— - Edge of Pavement
'QFH - Fire Hydrant
® G V - Gate Valve
Inv - Invert
L F -Linear Feet
292 - Lot Label
Min -Minimum
0- Pipe Label
P T -Plug Tapped
PT - Point of Tangency
PVC - Polyvinyle Chloride
RCP - Reinforced Concrete Pipe
® RRA - Rip Rap Apron
R/W - Right -of -Way
S D - Storm Drain
Sta - Station
Wetlands Hatch
... - Ditch
- Silt Fence /Clearing Limits
— — - Water Line
— - Wetlands Line
4e, A 1 CAq�ZA
QQ;oFES8io,
_ s SEAL
37928 -
.�
%29j !GINS Qom;
54 IV L VAC;
"I "11n1110"I,
Impact - Sheet 2 of 2
Date. 1/20/14
Scale As Noted
Field book N/A
File Name Peytons Lake -wet impact dwg
Disk Name ACRD 2417
Drawn. JJL
Job No 5120424 -5377
30
28
26
24
22
20
¢ Street
Finished Grade
60 50 40 30 20 10 0 10 20 30 40 50 60
Section View
Scale 1 " =3' Vertical
1 " =30' Horizontal
Parker & Associates, Inc.
Consulting Engineers — Land Surveyors — Land Planners $aMaoA&
P.O. Bog 978 - 28541 -0978
308 New Bridge Street - 28540 li
Jacksonville, North Carona
Phone [phone] - Fax [phone]
Firm License Number: F -0108
EOP
I
I
56 L
30" RCP
I O`tLh
4x
24"
i
�
Inv
00
Mm
I
Inv Out
23 72
In 24
�
I
6" PVC Water
4' off EOP
j
60 50 40 30 20 10 0 10 20 30 40 50 60
Section View
Scale 1 " =3' Vertical
1 " =30' Horizontal
Parker & Associates, Inc.
Consulting Engineers — Land Surveyors — Land Planners $aMaoA&
P.O. Bog 978 - 28541 -0978
308 New Bridge Street - 28540 li
Jacksonville, North Carona
Phone [phone] - Fax [phone]
Firm License Number: F -0108