20130706 Ver 1_401 Application_20130713

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street • P.O. Box 976
Jacksonville, NC 28541 -0976
910455 -2414 • Fax: [phone]
Firm License Number F -0108
LETTER OF TRANSMITTAL
TO: Mr. David Bailey, Regulatory Specialist
U.S. Army Corps of Engineers
69 Darlington Ave.
Wilmington, NC 28402
WE ARE SENDING YOU:
20130706
DATE: June 27, 2013
REF: Nautical Reach
Onslow County, NC
404 Wetlands PCN
One (1) original Wetlands Pre - Construction Notification Form (wih attachment); One (1) copy of the
following: Stormwater Narrative; the Wetlands Impact Narrative; and the Wetlands Impact Maps (Sheets 1 -3 of 3).
DELIVERY VIA:
❑x Regular Mail
❑ UPS Overnight
❑ Hand
❑ UPS Ground
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑ Federal Express
❑ Other
O For Approval ❑ As Requested ❑
❑ For Your Use ❑ For Bids Due FI It „ A
❑■
Other 1 nLFMR
COMMENTS:
David, As per our phone discussion we are submitting for a NWP 12. Please review and let me kno
if you have any comments. or ,
Athan M. Parkes[ EI
Copies To: Mr. Anthony Sydes (w /enclosures)
Mr. Ian McMillian, NCDENR (w /5 copies of PCN & Sheet 1 -3 of 3)
AMP /jus CF (P), LAM, JAH
c2.AM P. LOT. Bailey. Nautical Reach. Revised404 W edandsPCN.6.27.13
(if enclosures are not as noted, kindly notify us at once)
EMAIL ADDRESS: TEXT MESSAGES TO: paste :t aAbizec,mcom MAPS AND PLANS TO: PaidraftAbizec.rr.com
• ENVIRONMENTAL ENGINEERING • STORMWATER, WATER & WASTEWATER SYSTEMS
• FEASIBILITY & DEVELOPMENT CONSULTING • GLOBAL POSITIONING SURVEYS • SUBDIVISION & CONSTRUCTION PLANS

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. David Bailey, Regulatory Specialist
U.S. Army Corps of Engineers
69 Darlington Ave.
Wilmington, NC 28402
WE ARE SENDING YOU:
DATE: June 27, 2013
REF: Nautical Reach
Onslow County, NC
Revised 404 Wetlands PCN
One (1) original Revised Wetlands Pre - Construction Notification Form (wih attachment); One (1) copy of the
following: Stonmwater Narrative; the Wetlands Impact Narrative; and the Wetlands Impact Maps (Sheets 1 -3 of 3).
DELIVERY VIA:
0
Regular Mail
❑ Hand
❑ Federal Express
❑
UPS Overnight
❑ UPS Ground
❑ Other
THESE ARE TRANSMITTED AS CHECKED BELOW:
Z For Approval ❑ As Requested ❑ For Review and Comment
❑ For Your Use ❑ For Bids Due
❑ Other
COMMENTS:
David, As per our phone discussion we are submitting for a NWP 12. Please review and let me know
if you have any comments.
Athan M. Parker, EI
Copies To: Mr. Elijah Morton - Onslow Development Group, LLC (w /enclosures)
Mr. Ian McMillian, NCDENR (w /5 copies of Revised PCN & Sheet 2 of$)
AMP/bab CF (P), LAM, JLM
c2. AMP. LOT. Bailey. NauticalRe ach.Revised404WclandsPCN.6 27.13
(if enclosures are not as noted, kindly notify us at once)
EMAIL ADDRESS: TEXT MESSAGES TO: Daitez<aR.bizee.mcom MAPS AND PLANS TO: Daidratt(albizec.rrcom
• ENVIRONMENTAL ENGINEERING • STORMWATER, WATER & WASTEWATER SYSTEMS
• FEASIBILITY & DEVELOPMENT CONSULTING • GLOBAL POSITIONING SURVEYS • SUBDIVISION & CONSTRUCTION PLANS

G 19� Y
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number. 12 or General Permit (GP) number.
1c. Has the NWP or GP number been verged 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
1e. 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:
Nautical Reach
2b. County:
Onslow
2c. Nearest municipality / town:
Sneads Ferry
2d. Subdivision name:
Nautical Reach
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
A. Sydes Construction, Inc.
3b. Deed Book and Page No.
Book 3903, Page 319
3c. Responsible Party (for LLC if
applicable):
Anthony Sydes, President
3d. Street address:
4355 Gum Branch Road
3e. City, state, zip:
Jacksonville, NC 28540
3f. Telephone no.:
(910) 455 -6956
3g. Fax no.:
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. Agent/Consultant 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):
427802652667
1b. Site coordinates (in decimal degrees):
Latitude: 34.5256° Longitude: - 77.41930
(DD.DDDDDD) (- DD.DDDDDD)
1c. Property size:
59.36 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Grangers Branch
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 has been timbered with some wetlands.
3b. List the total estimated acreage of all existing wetlands on the property:
6.36 AC
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
1,448 LF
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct utilities under an existing wetlands finger to provide a shorter route for
sewer and stormwater.
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 ❑ No ❑ 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.
3/25/2013 SAW - 2013-00532
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.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
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
W1 ❑ P ®T
Utility Crossing
Riparian
® Yes
❑ No
® Corps
❑ DWQ
0.02
W2 []POT
Utility Crossing
Riparian
® Yes
❑ No
® Corps
❑ DWQ
0.02
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
0.04
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 [IT
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 []POT
❑ 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
3i. 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 indivi 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
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P [IT
4f. Total open water impacts
0
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the 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
51. Total
0
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. 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
impact
required?
131 ❑P ❑T
❑Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
B3 [:I POT
❑Yes
❑ No
6h. Total buffer impacts
0
6i. 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.
Use minimum widths necessary for utility construction. Silt fence and Erosion Control.
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: Hoffman Forest Mitigation Bank
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
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:
120 LF
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
0.40 acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
S. 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?
1b. 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?
36%
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:
See attached Stormwater Narrative.
❑ 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

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal /stateAocal) funds or the
❑ Yes ® No
use of public (federal/state) land?
1b. 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)?
1c. 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 Wetiand 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.
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 these residential lots will flow by gravity to a single sewage pumping. This pumping station will then pump sewage
through a 4" sewage force main up to Old Folkstone Road where it will connect to an existing 6" SFM, owned and operated by
Pluris
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?
[:1 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?
SAFMC EFH viewer - Essential fish habitats GIS map online.
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?
Used the NC historic GIS map.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ 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 floodplain determination? Flood Map: FIRM CPN 370340 4278 J (Onslow
County) effective November 3, 2005
Mr. Anthony W. Sydes
O lan I L5
Applicant/Agent's Printed Name
App nt/Agent SI ature
Date
(Agent's signature is valid only if an auth rization letter from the applicant
is provided.)
Page 10 of 10

ATTACHMENT TO PRE - CONSTRUCTION NOTIFICATION (PCN)
FORM FOR
NAUTICAL REACH
Section D.1.a Avoidance and Minimization
June 2013
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. The temporary
impacts proposed are used to short cut sewer and stormwater flow paths. The two temporary
impacts proposed both cross the wetland fingers as close to 90 degrees as possible. The
temporary impact areas are to be graded back with native soil to natural grade where possible.
Nautical Reach is designed as a high density residential subdivision and uses curb and
gutter, stormwater pipes and rear yard swales to collect all stormwater from all BUA onsite.
This runoff is then conveyed throughout the system to a Stormwater Wet Detention Basin. This
detention basin as design should mitigate peak flows, provide flood storage and treat the
stormwater by reducing the total suspended solids as well as providing effective infiltration by
allowing the discharge to outlet over grassed vegetative filter strips at low velocities.

NAUTICAL REACH
STORMWATER NARRATIVE
JUNE 2013
Nautical Reach is proposed 144 lot residential subdivision located off Old Folkston
Road (SR 1518) in Sneads Ferry, Onslow County. The 59.36 acre project is positioned between
Mimosa Bay on three sides, South, East and West, and has Old Folkstone Road as the Northern
boundary. Grangers Branch, SA;HQW, runs in conjunction with the South most property
boundary, shared with Mimosa Bay. The property is currently vacant and wooded, with an area
of 404 wetlands along Grangers Branch as well as a non - Jurisdictional ditch that runs North
along the East most boundary, again in conjunction with Mimosa Bay.
The project drains to Grangers Branch (SA; HQW), and will be providing stormwater
treatment under high density guidelines in the Coastal Stormwater Rules for development near
SA Waters. Under these development guidelines, point discharges of stormwater are prohibited,
and the project requires diffuse flow of stormwater at non - erosive velocities to provide effective
infiltration. The projects as designed uses curb and gutter with a pipe network system for
drainage conveyances. This project will have one Stormwater Control Measure that will provide
treatment to stormwater runoff. This device as proposed will be a stormwater wet detention
basin that will outlet through a level spreader - vegetative filter strip at low velocities for the
treatment volume, all higher flows have been designed to bypass the LS -VFS. The LS -VFS has
been provided to mitigate the no discharge requirement. The device will treat roughly 47.8 acres
of the total tracts 59.4 acres. This is due to existing site conditions making it cost prohibitive to
route this additional stormwater, which mostly is existing wetlands, to the pond. We have a note
on the preliminary plat, which will be placed on the final plat for recording with Onslow County,
in summary to allow BUA in these areas only if the stormwater permit is revised or a new permit
is obtained.
For all other information please refer to the Stormwater Management Permit Application
form and package with calculations or to the detailed plans.

t
s '
J
•
Topside Drive
Old Folkston Road
NCSR 1518
\ f 60' R/W I !\
Overall W
/West Goldeneye
Lane
60' R/W
t1 CA/? � //,
SEAL
e gin .2 e
Legend
Ac. - Acres
WW - Right -of -way
(Typ.) - Typical
- Wetlands
Wetlands Line
Old
It k
Site
VICINITY SKETCH I
Not To Scale
Wetlands Impact Notes:
1. Any work within wetland areas shall conform to the conditions in the Deportment of the Army Corps of Engineers Nationwide
Permit No. 12.
2. Temporary crossings: initial disturbance of these areas shall be limited to only that area minimally needed to allow access of
construction equipment to prepare for the installation of the utilities on both sides of the crossing. Grubbing or land disturbance
of the subject area shall not be performed until the stormwater and sewer materials, and erosion and sediment control measures
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.
3. No construction of the crossing shall commence in the wetlands until all materials needed for the crossing are staged on site.
4. When possible, work in the wetlands shall be done during periods of dry weather. If this is not possible, both sides of the
wetlands crossing shall be dammed up, and the water shall be pumped around and to the downslope side in order to prevent
erosion.
5. Work in the wetlands shall be completed in the minimum time necessary.
6. Silt fence shall not be placed in the wetlands. Upon dressing the temporary impacts silt fence should be installed parrallel
to wetlands line and perpendicular to impacts. -
Restoration Notes:
Wetland areas cleared for construction must be restored and re- vegetated to the maximum extent practical. Fescue grass
shall not be used. Existing grade shall be established during restoration to the maximum extent possible.
For ditch crossings, regrode slopes back at 3 :1 or flatter. At all impact areas, prep the topsoil (stockpiled for reuse) and
seed with wetland seed mix and winter rye groin. At both impacts an Excelsior Curlex blanket shall be placed and staked
to diminish erosion while vegetation is established on the ditch banks.
Impact areas to be staked with dormant live Black Willow (Salix Nigra) stakes. The Black Willow stakes shall be 0.75 -1.50
in diameter, 3-4 feet long, driven thru the Excelsior matting with 3 foot spacing on the banks of the ditch, installed
perpendicular to the bank slope and 12 inches shall remain exposed. Installation to occur according to USAGE guidelines.
Impact area #1 Q #2 to be re- vegetated with pine saplings at 10' spacing beyond top of bank of the ditch.
Impact Map - Sheet 1 of 3
Project;
Owner.
bate: 06/25/13
Parker & Associates, Inc.
NAUTICAL REACH
A. S des Construction, Inc.
Sy des
scale' 1° °300'
Consulting Engineers — Land Surveyors — Lund Planners �
book: Nautical Reach, Pgs.1 -20
P.O. Bog 978 — 28541 -0978
A PLANNED RESIDENTIAL DEVELOPMENT
4355 Gum Branch Road
Jacksonville, North Carolina 28540
File Name: NauticalReach- ImpactAWG
me:
Disk Name: Acad #2414
906 New Bridge Street — 28540
JacksonvlIIe, North Carolina
(910) 455 -6956
Drawn:
Phone [phone] Fax [phone]
Stump Sound Twp., Onslow Co., North Carolina I
Job No.: 5121009 -5473
Firm License Number: F -0108

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20' Drainage 6
Utility Easement
Wetlands Impact Area #1
0.02 Ac. Total Drainage 6 Utility
Riparian, Non - Riverine Easement
(Width Varies)
6 sU aware
Natural Grade W /
E.S. np°
n•. In Inv. 9.00
0.00 '
' 1
n `
Shallow 'W �, 30' fix•
W W �
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Wetlands
Line Plan View
(TYP') Scale; 1"=40'
50
YI Moo
Imp 8 6 / 49
C®
1\
Top 12.50
Inv. 8.63
51 Shallow Swale
Graded Towards
LEGEND
oL- Centerline
Inv. - Invert
RCP - Reinforced Concrete Pipe
R/W - Right -of -way
Sta. - Station
Typ. - Typical
YI - Yard Inlet
Clearing Limits 6 Silt Fence
S- Lot Number
-.gw._ - Pipe Flow Direction
O- Pipe Label
... ... - Swale
�-- - Swale Flow Direction
W W W N • -
Wetlands
Wetlands Line
' Drainage 6 Utility Easement
20' Drainage &
Utility Easement
15
M
5
0+00 1+00
Profile View
Scale: Horiz.1 " =40'
Vert. 1"=4'
- Toy i=ce YI ADD 5Wi4cCs (c ') Overall Wetlands Impact Map - Impact Area #1- Sheet 2 of 3
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Project:
Owner:
bate: 06/7.5/13
Parker & Associates, Inc.
NAUTICAL REACH
A. S y des Construction Inc.
Scale: As Noted
Consulting Engineers - Land Surveyors - Land Planners
4355 Gum Branch Road
Field book: Nautical Reach: P9s.1 -20
File Name: NoWicalReach- Impact.DWG
P.O. Box 978 — 28541 -0978
908 New Bridge Street — 28540
A PLANNED RESIDENTIAL DEVELOPMENT
Jacksonville, North Carolina 28540
Disk Name: Acad #2414
Jacksonville, North Carolina
(910) 455 -6956
Drawn: JJS
Phone [phone] Fax [phone]
Stump Sound Twp., Onslow Co., North Carolina I
I Job No.: S121009 -5473
Firm License Number: F -0108

r9
Wetlands Impact Area #2 LEGEND
0.02 Ac. Total 113 L.F 40 ARMH - Air Release Manhole
Riparian, Non - Riverine 8° 5.5. C - Centerline
50' %I. - Ductile Iron
W ' ARMH I Elev. - Elevation
0 ` W •, #1 ex. - Existing
23 W
Inv. -Invert
:` W W To L.F. - Linear Feet
Top 14.0 � •„r, W �`. Top 12.90 B25 • MH - Manhole
4° PVC SFM Inv. op 8.83 1 Inv. 8.60
4' Off Storm Pi J ••� yI PVC - Polyvinyl Chloride
Top 15.40 RCP - Reinforced Concrete Pipe
1 Irn. 7.50 R/W - Right -of -way
S.S. - Sanitary Sewer
_� �• F-- a ro MH #1 With SFM - Sewer Force Main
+ Water Tight Sta. - Station
B24 Lid T YP - Typical
ical
_ —� �
- - - - -- 1 'i ■YI -Yard Inlet
—CL —OF - Clearing Limits 6 Silt Fence
20' Oroinage d Sewer "B U
Utility Easement 260 L.F.• 14.17 Clay I 43 - Lot Number
8° 5.5. Swale Dams
24 ex ditch ! Pipe Flow Direction
Drainage, Utility
5:1 Shallow , 43 6 Access Easement Pi Label
150 L.F.
Swale , 1 " •.� 1 Width Varies) O "
1' Tall Berm 2' Wide an S.S. 16.83 - Proposed Elevation
do v Plan View At Top 10' Off Swale 15' CABC E_ - Sewer Force Main
Scale: l " =40' w/ 5:1 Front Slope 4 Access Road • • • • • • -- - Swale
Muck d Fill 3:1 Back Slope To Sewage - Swale Flow Direction
Ex. Ditch Pumping _ _ - Water Line
Stop At Station • • • ...—
Back Slope r �' '� , - Wetlands
Of 1' Tall L „ =.._. =,�J
Been
Wetlands Line
2C
15
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5]
m:i
Overall Wetlands Impact Map - Impact Area #2 - Sheet 3 of 3
KE
Profile View
Scale: Horiz. 1° =40'
Vert. 1"=4'
20
15
10
5
L
NN i H CA/? /���� 3+00
SEAL Ire
34978
Project:
■__-_1
Dare: 06 /25/13
Wd �
Parker & Associates,
NAUTICAL REACH
A. Sydes Construction, Inc.
Scale: As Noted
Consulting Engineers — Land Surveyors — Land Planners
■
4355 Gum Branch Road
Jacksonville, North Carolina 28540
_.
P.O. Box 978 — 28541 -0978
308 New Bridge Street — 28540
Disk Name: Aid #2414
Jacksonville, North Carolina
(910) 455 -6956
Drown: JJS
Phone [phone] — Fax [phone]
Stump Sound Twp., Onslow Co., North Carolina
Job No.: 5121009 -5473
Firm License Number: F -0108
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Overall Wetlands Impact Map - Impact Area #2 - Sheet 3 of 3
KE
Profile View
Scale: Horiz. 1° =40'
Vert. 1"=4'
20
15
10
5
L
NN i H CA/? /���� 3+00
SEAL Ire
34978
Project:
Owner.;
Dare: 06 /25/13
Wd �
Parker & Associates,
NAUTICAL REACH
A. Sydes Construction, Inc.
Scale: As Noted
Consulting Engineers — Land Surveyors — Land Planners
A PLANNED RESIDENTIAL DEVELOPMENT
4355 Gum Branch Road
Jacksonville, North Carolina 28540
Field book: Nautical Reach; Pgs.1 -20
File Name: NauticalReach- Impact.DWG
P.O. Box 978 — 28541 -0978
308 New Bridge Street — 28540
Disk Name: Aid #2414
Jacksonville, North Carolina
(910) 455 -6956
Drown: JJS
Phone [phone] — Fax [phone]
Stump Sound Twp., Onslow Co., North Carolina
Job No.: 5121009 -5473
Firm License Number: F -0108