20052253 Ver 4_Approval Letter_20130827

August 27, 2013
John Koenig, Inc.
Attn: John Koenig
235 Green Street
Fayetteville, NC 28301
DWR # 05 -2253 V4
Onslow County
Subject: Approval of Individual 401 Water Resources Certification with Additional Conditions —
MODIFICATION
Williamsburg Plantation Subdivision
USACE Action ID. No. SAW- 2010 - 01947
Dear Mr. Koenig:
Attached hereto is a copy of Certification No. 3967 issued to John Koenig, Inc., dated August
27, 2013. This Certification replaces the Certification issued on July 22, 2013. Please note
that you should get any other federal, state or local permits before proceeding with your
project, including those required by (but not limited to) Solid Waste, Sediment and Erosion
Control, Non - Discharge, Stormwater, Dam Safety, and Water Supply Watershed regulations.
This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by
filing a written petition for an administrative hearing to the Office of Administrative Hearings
(hereby known as OAH) within sixty (60) calendar days.
A petition form may be obtained from the OAH at h11pJLwww.ncoah.com / or by calling the
OAH Clerk's Office at (919) 431 -3000 for information. A petition is considered filed when the
original and one (1) copy along with any applicable OAH filing fee is received in the OAH during
normal office hours (Monday through Friday between 8:00am and 5:00pm, excluding official
state holidays).
1617 Mail Service Center, Raleigh, North Carolina 27699 1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: 915,- 607 -63001 Fax: 919 -607 E492
Ir!ernet:: vm ncwaterguali a 1
An k_.giga! Op •`Iw ?'JVkffiri"•`k;aRw Ae ion L. ;1fxo er

John Koenig, Inc.
Attn: John Koenig
DWR Project # 05 2253 V4 Mod
August 27, 2013
Page 2 of 10
The petition may be faxed to the OAH at (919) 431 -3100, provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699 -6714
If sending via delivery service (UPS,
FedEx, etc):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609 -6285
One (1) copy of the petition must also be served to DENR:
Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699 -1601
Unless such a petition is filed, this Certification shall be final and binding.
This certification completes the review of the Division under section 401 of the Clean Water Act
and 15A NCAC 02H .0500. Contact Joanne Steenhuis at 910 - 796 -7306 or
Joanne.Steenhuis @ncenr.ov if you have any questions or concerns.
Sincerely,
"Mi W 1� I
Karen Higgins, Supervi
Wetlands, Buffers, Stormwater —
Compliance & Permitting Unit
cc: Adam Carter, Wetland Solutions, LLC, P 0 Box 244, Bunn Level, NC 28323
David Bailey, USACE Wilmington —via email (David. E. Bailey2 @usace.army.mil)
Stephen Rynas, DCM Morehead City —via email (Stephen.Rynas @ncdenr.gov)
Todd Bowers, EPA, Sam Nunn Federal Center, 61 Forsyth Street SW, Atlanta, GA 30303
DWR WiRO files
DWR Webscape Unit
Filename: 052253V4WilliamsburgPlantationSD (Onslow)_401_IC_MOD.docx

John Koenig, Inc.
Attn: John Koenig
DWR Project # 05 2253 V4 Mod
August 27, 2013
Page 3 of 10
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION #3967 is issued in conformity with the requirements of Section 401, Public Laws
92 -500 and 95 -217 of the United States and subject to North Carolina's Regulations in 15 NCAC
02H .0500, to John Koenig, Inc., that has authorization for the impacts listed below, as described
within their application received by the N.C. Division of Water Resources (Division) on February
15, 2013 and subsequent information on June 28, 2013, July 1, 10 and 15, 2013 and on August 21,
2013, and by Public Notice issued by the U. S. Army Corps of Engineers and received by the
Division on February 4, 2013.
The State of North Carolina certifies that this activity will not violate the applicable portions of
Sections 301, 302, 303, 306, 307 of the Public Laws 92 -500 and PL 95 -217 if conducted in
accordance with the application, the supporting documentation, and conditions hereinafter set
forth.
This approval requires you to follow the conditions listed in the certification below.
Conditions of Certification;
1. Jm acts Aroved
Type of Impact
Amount Approved
Amount Approved
Plan Locations
(Units) Permanent
(Units) Temporary
or references
.m_ .::..._.mv:
404/401 Wetlands
.:....._w m._ _ .. ..............._____.�_.._._.._
�e___
Conceptual Layout Plan
Wetland Crossing Index
Phase I
Received 8121113 *
Wetland Impact A*
0.045 acres (1,977 sqft)
68 (sqft)
Wetland Crossing "A"
Wetland Impact B*
0.019 acres (814 sqft)
40 (sqft)
Wetland Crossing "B"
Wetland Impact 0*
0.018 acres (764 sqft)
113 (sqft)
Wetland Crossing "0"
Wetland Impact P*
0.024 acres (1,065 sqft)
N/A
Wetland Crossing "P"
Phase 11
Wetland Impact H*
0.039 acres (1,687 sqft)
126 (sqft)
Wetland Crossing "H"
Wetland Impact 1*
0.033 acres (1,452 sqft)
120 (sqft)
Wetland Crossing "I"
Wetland Impact J*
0.043 acres (1,880 sqft)
112 (sqft)
Wetland Crossing "J"
Wetland Impact K*
0.051 acres ( 2,215 sqft)
88 (sqft)
Wetland Crossing "K"
Wetland Impact L*
0.019 acres (828 sqft)
88 (sqft)
Wetland Crossing "L"
Wetland Impact N*
0.235 acres (10,216 sqft)
180 (sqft)
Wetland Crossing "N"
Phase III
Wetland Impact C*
0.014 acres (609 sqft)
140 (sqft)
Wetland Crossing "C"
Wetland Impact D*
0.053 acres (2,310 sqft)
96 (sqft)
Wetland Crossing "D"
Wetland Impact E*
0.019 acres (824 sqft)
140 (sqft)
Wetland Crossing "E"
Wetland Impact F*
0.028 acres (1,206 sqft)
66 (sqft)
Wetland Crossing "F"
Wetland Impact G*
N/A
92 (sqft)
Wetland Crossing "G"

*Drawings Attached
Comeensatory Mitigation Using a Mitigation Bank
Mitigation must be provided for the proposed impacts as specified in the table below. We
understand that you intend to purchase credits from the Bachelors Delight Mitigation Bank
in Onslow County as described in your application to meet this mitigation requirement.
Until the Bachelors Delight Mitigation Bank receives and clears your check, and proof of
payment has been provided to this Office, no impacts specified in this Authorization
Certificate shall occur. For accounting purposes, this Authorization Certificate authorizes
payment into the Bachelors Delight Mitigation Bank to meet the following compensatory
mitigation requirement:
Compensatory
Type of Impact Mitigation Required River and Sub -basin Number
Stream 795 linear feet White Oak/03020302
�..... m. _
Wetlands 0.667 acres White Oak/03020302
Waters N/A N/A
Riparian Buffer N/A N/A
See attached Wetlands & Stream Impacts Summary for Williamsburg Plantation (7 -15 -2013)
John Koenig, Inc.
Attn: John Koenig
DWR Project # 05 2253 V4 Mod
August 27, 2013
Page 4 of 10
Wetland Impact M*
0.028 acres (1,225 sqft)
76 (sqft)
Wetland Crossing "M"
Total
0.667 ac (29, 072 sq ft)
1,545 (sqft)
(0.0355 ac)
Streams
Phase II
i
Stream Impact 1*
154 linear feet
8 linear feet
Wetland Crossing "I"
Stream Impact K*
65 linear feet
8 linear feet
Wetland Crossing "K"
Stream Impact N*
140 linear feet
8 linear feet
Wetland Crossing "N"
Phase III
Stream Impact C*
35 linear feet
8 linear feet
Wetland Crossing "C"
Stream Impact D*
96 linear feet
8 linear feet
Wetland Crossing "D"
Stream Impact E*
29 linear feet
8 linear feet
Wetland Crossing "E"
Stream Impact F*
101 linear feet
10 linear feet
Wetland crossing "F"
Stream Impact G*
85 linear feet
10 linear feet
Wetland Crossing "G"
Stream Impact M*
90 linear feet
8 linear feet
Wetland Crossing "M"
Total
795 linear feet
76 linear feet
Open Water impacts
NIA
NIA
NIA
*Drawings Attached
Comeensatory Mitigation Using a Mitigation Bank
Mitigation must be provided for the proposed impacts as specified in the table below. We
understand that you intend to purchase credits from the Bachelors Delight Mitigation Bank
in Onslow County as described in your application to meet this mitigation requirement.
Until the Bachelors Delight Mitigation Bank receives and clears your check, and proof of
payment has been provided to this Office, no impacts specified in this Authorization
Certificate shall occur. For accounting purposes, this Authorization Certificate authorizes
payment into the Bachelors Delight Mitigation Bank to meet the following compensatory
mitigation requirement:
Compensatory
Type of Impact Mitigation Required River and Sub -basin Number
Stream 795 linear feet White Oak/03020302
�..... m. _
Wetlands 0.667 acres White Oak/03020302
Waters N/A N/A
Riparian Buffer N/A N/A
See attached Wetlands & Stream Impacts Summary for Williamsburg Plantation (7 -15 -2013)

John Koenig, Inc.
Attn: John Koenig
DWR Project # 05 2253 V4 Mod
August 27, 2013
Page 5 of 10
3. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters and protective buffers within the project boundaries in order to assure
compliance for future wetland, water and buffer impact. These mechanisms shall be put in
place prior to conducting the impacts to wetlands. A sample deed notification can be
downloaded from the following link:
t : / /oral.ncdenr.or web / /spas 1 /certsnrmits /apply /forms. The text of the
sample deed notification may be modified as appropriate to suit to this project. The Division
will accept a conservation easement if required by the Corps of Engineers. Please provide a
recorded copy to the Wilmington Regional Office and Central Office at Wetlands, Buffers,
Stormwater Compliance & Permitting Unit, 1650 Mail Service Center, Raleigh, NC 27699 -
1650.
4. It is the understanding of the Wilmington Regional Office (WiRO) that the construction of
Phase I will start in the near future. It is also the understanding of the WRO that Phase II
and III will potentially be modified to reduce /eliminate the wetlands within the proposed
lots. When this is done, please send in an application package with the appropriate fee (if
applicable) to the Division showing these modifications.
5. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre- Construction Notification for this
project. All construction activities, including the design, installation, operation, and
maintenance of sediment and erosion control Best Management Practices shall be
performed so that no violations of state water quality standards, statutes, or rules occur.
Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of this permit.
6. Wetland Boundary Identification
The wetland boundary must be clearly identified within 50 feet of the project corridor as
depicted on the jurisdictional determination map signed by the US Army Corps of Engineers.
The wetland boundary identification (flagging, fencing, etc.) must be maintained until the
project is completed.
7. Sediment and Erosion Control
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices and if applicable, comply with the specific conditions and
requirements of the NPDES Construction Stormwater Permit issued to the site:

John Koenig, Inc.
Attn: John Koenig
DWR Project # 05 2253 V4 Mod
August 27, 2013
Page 6 of 10
a. Design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal or exceed the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and
waste pile (spoil) projects, including contractor -owned or leased borrow pits
associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of
the North Carolina Surface Mining Manual.
c. Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act and
the Mining Act of 1971.
d. Sufficient materials required for stabilization and /or repair of erosion control
measures and stormwater routing and treatment shall be on site at all times.
e. For PNA, SA, WS -I, WI -II, HQW, ORW waters. The sediment and erosion control
designs must comply with the requirements set forth in 15A NCAC 04B .0124 Design
Standards in Sensitive Watersheds.
8. NC DOT Sensitive Watershed Erosion and Sediment Control Practices
Sediment and erosion control measures shall adhere to the design standards for sensitive
watersheds [15A NCAC 04B .0124] throughout the life of this project. See NCDOT
publication, Best Management Practices for the Protection of Surface Waters (March 1997).
9. Sediment and erosion control measures shall not be placed in wetlands or waters.
Exceptions to this condition require application submittal to and written approval by the
Division. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, then design and placement of temporary erosion control measures shall not
be conducted in a manner that may result in dis- equilibrium of wetlands, stream beds, or
banks, adjacent to or upstream and downstream of the above structures. All sediment and
erosion control devices shall be removed and the natural grade restored within two (2)
months of the date that the Division of Energy, Mineral and Land Resources (DEMLR) or
locally delegated program has released the specific area within the project.
1.0, Any final construction plans for this project must include or reference the application and
plans approved by the Division under this authorization letter and certification. It shall be
the responsibility of the permitee to review all construction drawings with the approved
permit drawings to determine that the drawings are consistent. Documentation via letter
or e-mail must be provided to the Division prior to the start of construction confirming
that the construction drawings are consistent with the permitted drawings. If the
drawings are not consistent, the applicant is required to notify the Division, c/o Joanne

John Koenig, Inc.
Attn: John Koenig
DWR Project # 05 2253 V4 Mod
August 27, 2013
Page 7 of 10
Steenhuis Wilmington Regional Office and address the inconsistencies prior to working in
wetlands.
11. Pre - Construction Meeting
The permitee shall notify the Division in writing (e -mail Joann.Seenuis cdenr.v)
prior to the beginning of the work authorized under this certification. A pre - construction
meeting must be held with the Division's Regional Office contact prior to the start of the
project so that the contractors and /or agents fully understand the conditions associated
with this certification.
2.. All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from hydrocarbons or other potential toxic
chemicals. In the event of a hydrocarbon or chemical spill, the permitee /contractor shall
immediately contact the Division, between the hours of 8 am to 5 pm at the Wilmington
regional office at 910.796.7215 or Steve Lewis at 919.807.6308 and after hours and on
weekends call the USCG National Response.
13, Culvert Installation
All work in or adjacent to stream waters shall be conducted in a dry work area. Approved
BMP measures from the most current version of NCDOT Construction and Maintenance
Activities manual
(http:Zlwww.ncdot.org/doh o eratins P anual downloa nul. ) such as
sandbags, rock berms, cofferdams and other diversion structures shall be used to prevent
excavation in flowing water.
Culverts required for this project shall be installed in such a manner that the original stream
profiles are not altered. Existing stream dimensions (including the cross section dimensions,
pattern, and longitudinal profile) must be maintained above and below locations of each
culvert. Culverts shall be designed and installed to allow for aquatic life movement as well
as to prevent head cutting of the streams. If any of the existing pipes are or become
perched, the appropriate stream grade shall be re- established or, if the pipes are installed in
a perched manner, the pipes shall be removed and re- installed correctly.
All authorized culverts and other structures in waters, streams, and wetlands must be
placed below the elevation of the streambed by one foot for all culverts with a diameter
greater than 48 inches, and 20 percent of the culvert diameter for culverts having a
diameter less than 48 inches, to allow low flow passage of water and aquatic life. Design
and placement of culverts and other structures including temporary erosion control
measures shall not be conducted in a manner that may result in dis- equilibrium of wetlands
or streambeds or banks, adjacent to or upstream and downstream of the above structures.
The applicant is required to provide evidence that the equilibrium shall be maintained if
requested in writing by the Division. Culverts shall be placed so that the opening(s) match

John Koenig, Inc.
Attn: John Koenig
DWR Project # 05 2253 V4 Mod
August 27, 2013
Page 8 of 10
the natural stream channel wherever possible. Bank -full flows (or less) shall be
accommodated through maintenance of the existing bank -full channel. Additional culverts
shall be allowed only to receive flows exceeding bank -full. The low flow pipes should be
aligned with the deepest part of the stream channel, so that flow is maintained during low
flow conditions. Field adjustments of the culvert placements may be necessary to correctly
install the culverts.
The establishment of native, woody vegetation and other soft stream bank stabilization
techniques must be used where practicable instead of rip rap or other bank hardening
methods. If rip -rap is necessary, it shall not be placed in the stream bed, unless specifically
approved by the Division. All approved rip -rap shall be appropriately keyed in and only
placed in wetland and stream areas that have permitted impacts.
1, Construction Stormwater Permit NCG010000
An NPDES Construction Stormwater Permit is required for construction projects that disturb
one (1) or more acres of land. This Permit allows stormwater to be discharged during land
disturbing construction activities as stipulated in the conditions of the permit. If your
project is covered by this permit, full compliance with permit conditions including the
erosion & sedimentation control plan, inspections and maintenance, self- monitoring, record
keeping and reporting requirements is required. A copy of the general permit
(NCG010000), inspection log sheets, and other information may be found at:
tt : ortal.ncenr.or web / /s /su /ness #tab -.
15„ If concrete is used during the construction, then all necessary measures shall be taken to
prevent direct contact between uncured or curing concrete and waters of the state. Water
that inadvertently contacts uncured concrete shall not be discharged to waters of the state
due to the potential for elevated pH and possible aquatic life /fish kills.
16, Fills /Impacts
All temporary impacts to wetlands, must be installed with geotextile underneath them, and
removed in their entirety upon completion of that portion of the project that the impact
occurred. All temporary fill shall be removed and the impacted area returned to the original
grade after construction is complete or within 2 months of the establishment of the road or
the completion of the phase of the project the impact occurred, whichever is sooner, and
the various sites shall be stabilized with natural woody vegetation (except for the
maintenance areas of permanent utility crossings) and restored to prevent erosion. If the
temporary impacts /crossings are not completely removed and restored as described above
within the specified time above, additional written approval from this Office must be
obtained to modify this condition.

John Koenig, Inc.
Attn: John Koenig
DWR Project # 05 2253 Val Mod
August 27, 2013
Page 9 of 10
17 The restored wetland areas will need to be monitored quarterly for at least two years for
indications of instability, erosion, sloughing, plants not surviving with photo documentation
and any remediation that may be necessary. The monitoring may be extended up to
another 3 years, if the restoration sites have not adequately recovered.
18. A one -time application of fertilizer to re- establish vegetation is allowed in disturbed areas
including riparian buffers, but is restricted to no closer than 10 feet from top of bank of
streams. Any fertilizer application must comply with all other Federal, State and Local
regulations.
10. This Certification does not relieve the applicant of the responsibility to obtain all other
required Federal, State, or Local approvals.
20, Continuing Compliance
John Koenig, Inc. shall conduct construction activities in a manner consistent with State
water quality standards (including any requirements resulting from compliance with
section 303(d) of the Clean Water Act) and any other appropriate requirements of State
and Federal law. John Koenig, Inc. shall require its contractors (and /or agents) to
comply with all of the terms of this Certification, and shall provide each of its
contractors (and /or agents) a copy of this Certification. A copy of this Certification
shall be included in the construction contract and available on the job site at all times.
If the Division determines that such standards or laws are not being met (including the
failure to sustain a designated or achieved use) or that State or federal law is being
violated, or that further conditions are necessary to assure compliance, the Division may
reevaluate and modify this Certification. Before modifying the Certification, the Division
shall notify John Koenig, Inc. and the U.S. Army Corps of Engineers, provide public notice
in accordance with 15A NCAC 02H .0503 and provide opportunity for public hearing in
accordance with 15A NCAC 02H .0504. Any new or revised conditions shall be provided
to John Koenig, Inc. in writing, shall be provided to the U.S. Army Corps of Engineers for
reference in any Permit issued pursuant to Section 404 of the Clean Water Act, and shall
also become conditions of the 404 Permit for the project.
21: This approval is for the purpose and design described in your application and as described in
the Public Notice and additional information dated June 28, 2013 and July 1, 10 and 15,
2013 and August 21, 2013. The plans and specifications for this project are incorporated by
reference and are an enforceable part of the Certification. If you change your project, you
must notify the Division and you may be required to submit a new application package with
the appropriate fee. If the property is sold, the new owner must be given a copy of this
Certification and is responsible for complying with all conditions. Any new owner must
notify the Division and request the Certification be issued in their name.

John Koenig, Inc.
Attn: John Koenig
DWR Project # 05 2253 V4 Mod
August 27, 2013
Page 10 of 10
22. Diffuse Flow
All constructed stormwater conveyance outlets shall be designed and maintained as diffuse
flow at non - erosive velocities if they are directed through the wetlands such that it will not
re- concentrate before discharging. If this is not possible, it may be necessary to revise that
stormwater plan to prevent this from occurring. This may require additional approval from
this Office for wetlands and stormwater revisions.
23. The applicant and /or authorized agent shall provide a completed Certificate of Completion
Form to the DWR Webscape Unit within ten days of project completion (available at:
http: // ortal.nc enr.org /web w sw /ws /401 /certsandper its /apply /forms),
24. This certification grants permission to the director, an authorized representative of the
Director, or DENR staff, upon the presentation of proper credentials, to enter the property
during normal business hours.
This approval to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application shall expire upon expiration of the 404 or CAMA Permit. The
conditions in effect on the date of issuance shall remain in effect for the life of the project,
regardless of the expiration date of this Certification.
Non - compliance with or violation of the conditions herein set forth may result in revocation of
this Certification and may also result in criminal and /or civil penalties.
This the 27th day of August 2013
DIVISION OF WATER RESOURCES
Karen Higgins, Supervisor
Wetlands, Buffers, Stormwat r —
Compliance & Permitting Unit
Attachments
Wetland Crossing Drawings A- through P
Wetland & Stream Impacts Summary for Williamsburg Plantation (7 -15 -2013)
rec'd 7/15/13
Conceptual Layout Plan /Wetland Crossing Index received 8/21/2013
KAH /jhs /jab
3967

Rational Method:
.-CIA 0--2.275(A)
AREA(AC) 0 %SLOPE LENGTH(FT) SIZE(IN)
3 6.825 0.48 105 30
NOTE: PIPE HEADWALL TO eXTENO 0.6' ABOVE TOP OF PIPE
WETLANDS CROSSING
1,977 S.F. (0.045 AC.)
30
20
10
10
WACT
Ar
S Y.
6,7RI —
LUN'2 8
x
�#, , - pfop STORM
PIPE
1 16 S.F. OF THE WE LAND
IMPACT IS DUE TO RIP—RAP.
2—TEMPORARILY IMPACTED
WTLANDS AND BE
STREAMS W
% RESTORED AT THE END Of LL
CROSSING CONSTRUCTION. THE
AREA WILL BE CONTOURED,
TOPSOIL. RESTORED AND
REVEGETATED TO ENSURE
LONG—TERM WATER QUALITY.
JAci(SoNvil Tiwsp"
PREPARED BY
JOHN L PIERCE & ASSOCIATES. P.A.
NO UMSE No, C-1885
405 JOHNSON WO, JACKSONVILLE, NC 28540
910-346-9800 FAX [phone] EMAIL, brionJO)pne.coin
APRIL 28, 2012 (REV 3-25-13)(5-23-- 13)(6-18-13)
SCALE: HORIZONTAL 1"-40'
VERTICAL 1"x 4' PRELIMINARY PLAN
,30
20
10
w

SlORM -]PH UAIA
Rational Method:
0--CIA 0=2.275(A)
AREA(AC) a 94LOPE LENOTH(FT) SIZE(IN)
1.15 1.41 21.50 at is
4:
2.
2h`S,,F OF
LNG Rte —itAP
PAD NEEDED , 27�
No=
t-NO %MMI) IMPACT IS WX,TO
RIP-RAP.
'' 2 3.,8
2-TEMPORARILY IMPACTED
WETLANDS AND STREAW W&L BE
"",I
�_(see Headwall
WESIXM At THE 00 Or
I% detail)
CROSSING CONSTRUCTION. THE
AREA WILL BE CONTOURED,
TOPSOIL RESTORED AND
REVEGETATED TO ENSURE
LONG -TERM WATER QUALITY.
30
Lei
.30
20
t I =4=4=1=4=4 1­1.e._1 - �r®" . . . . .
VVILAND CROSSING V
AW
JACKSONVILEPITW. 05SILOWCOUNTV. NC
PREPARED BY
JOHN L PIERCE &,MjW, P.&
NC LICENSE
405 JOHNSON BLVD, JACKSONVILLE, NC 28W
910-346-9800 FAX [phone] EMAIL biluAJOYpno.cona
APRIL 26, 2012(REV 3-25-13)(6-18-13)
SCALE: HORIZONTAL 1 " -40"
VERTICAL 1'=4!
�mmjmLwmq
MA MMT
T,
Mim
F �
Irarm
ML
o--1 vel
MEN
t I =4=4=1=4=4 1­1.e._1 - �r®" . . . . .
VVILAND CROSSING V
AW
JACKSONVILEPITW. 05SILOWCOUNTV. NC
PREPARED BY
JOHN L PIERCE &,MjW, P.&
NC LICENSE
405 JOHNSON BLVD, JACKSONVILLE, NC 28W
910-346-9800 FAX [phone] EMAIL biluAJOYpno.cona
APRIL 26, 2012(REV 3-25-13)(6-18-13)
SCALE: HORIZONTAL 1 " -40"
VERTICAL 1'=4!

S'rum Pl'PE. XIATA
Rational Method: I
I t
O=CIA 0= (0.35)(6.5)(A) 0.2.275(A)
t
AREA(AC) 0 %SLOPE LENGTH(FT) S
SFZE(IN)' ,
29.6 67.6 0.76 04 4
42
NOTE: PIPE HEAONALL TO EXTEND 0.6' ABOVE T
TOP OF PIP
30
20
10
F
JUN 2 8 2013
V. PF THE WETLAND
(
imp ACi E TO Rim —RAP,
f DOE TO j RJ4SEAd4I
ACT
AAUP -STI T O WILL
'r THE 94D OF
G CONSTRUCTION. THE
' AR WILL BE CONTOURED,
TOPSOIL RESTORED AND
REVEGETATED TO j LONGTriM WATERNQUAUTY.
w,
SCALE: HORIZONTAL V-40"
VERTICAL, 1 " =4'
CA
20
10
w
SCALE: HORIZONTAL V-40"
VERTICAL, 1 " =4'
CA
20
10
w

30
20
10
lw
APRIL 16, 2012(REV 3-25-13)(5-23-13)(8 -18L13)
SCALE: HORIZONTAL 1".40"
VERTICAL 1 '-4!
KE
20
m

STORM FIK RATA
Rational 0 a�metnod;
O
G JA Q ( 0 . 35) (6.5)IA) 0a2.275(A)
AREA(AO) 0 -SLOPE LENGTH(FT) SIZE(IN)
31: es'a 9.1% ad 0
NOTE: PIPE HEAMYALL TO EXTEND 0.5' ABOVE TOP OF PIPE
ON NORTffiNEST END AND 1.0' ON SOUTHEAST END. MW
WETLANDS CROSSING STREAM
TEW
IMPACT
824 S.F. (0.02 AG.)
29 LF STREAM IMPACT INV.1 4.'9�,
30
EE
IE
R
k6P.-mPE,�'
INV-13 /_x
It S_T7
6"RIP—RAP
TEMPI
IMPACT
Mvli�
1-90 S.F. OF THE WETLAND
IMPACT DUE TO RIP—RAP.
2-5 LF OF THE STREAM IMPACT
DUE TO RIP—RAP.
7—TEMPORARILY IMPAC71ED
WETLANDS AND STREAMS WILL BE
RESTORED AT THE W OF
CROSSING CONSTRUCTION. THE
AREA WILL BE CONTOURED,
MEWL RESTORED AND
WYMIETA7ED TO ENSURE
LONG—TERM WATER QUALITY.
%LI.IJu9wLmQ Al MJACKSUNV— tw-w.. *SLOW
ONTY, NO
PREPARED BY
4" L FIERCE & ASSOCIATES, P.k
NO LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NO 28540
910-346-9800 FAX 9ID-346-1210 EMAIU brionJ*Jpnc.com
APRIL 17, 2012(REV 3-25-13X5-22-13)(6-18-13)
SCALE: HORIZONTAL 1'-40"
VERTICAL 1'-4'
30
20
Im
0

NON&
1-148 S.F. OF THE WETLAND
IMPACT DUE TO RIP-RAP,
2-8 LF OF THE STREAM IMPACT
DUE TO RIP-RAP.
3-TEMPORARILY IMPACTED
WETLANDS AND STREAMS WILL BE
RESTORED AT THE END OF
GROSSING CONSTRUCTION. THE
AREA WILL BE CONTOURED,
TOPSOIL RESTORED AND
REVEGETATED TO ENSURE
LONG-TERM WATER QUAUTY.
30
20
[m
R
AND'LF,
VREAM
TEMP.
IMPACT
U
. BOTH ENOS
STD. DETAIL. 838.51)
405 JOHNSON BLVD, jACKSONVILLF, NC 28540
910 -346-9800 FAX [phone] EMAIL: bricinJojpnc.com
APRIL 26, 2012(REV 3-25-13)(6-18-13)
SCALE. HORIZONTAL
VERTICAL 1-=4'
Em
20
10
R

STOHW PTPT -. 00,7.4 ..
HA.tiorsti me -hods
O -CIA 0-(0.35)(6,5)(A) 0 =2,275(A)
AREA(AC) 0 4SLOPE LENGTH(FT) SIZE(IN)
.20-s0 H9_:1 0.75 76 4S
NOTE: PIPE HEADWALL TO EXTEND 1.0' ABOVE TOP OF PIPE
1YL�i1_.d � 1' �
�6 LF STMIAE 1
„' 3'w WDE
218 SF STREAM IMPACT
48 .
WETLAND
AND 5 L.F.
30
20
10
b
10 S.Y. V
6 "RIP — RAP.,,
INV -7.43 I
I mm
0
v� �5
...___
JACKSONVIIA S rW., ONSL . TY, NC
PREPARED BY
J" L PIERCE & ASSOCIATES.' P.A.
NC LICENSE No. C -18M
405 JOHNSON BLVD, JACKSONVILLE, NC 28540
910 -346 -9800 FAX 910 - 346 -1210 EMAIL: brlunJ®Jpnc.com
APRIL 26, 2012(REY 3-25- 13)(5- 23- 13)($- 18 -13)
SCALE: HORIZONTAL 1 " =40"
VU,I1OAL. l' - -4'
30
!
10
9
1 -75 S.F. OF THE WETLAND
IMPACT DUE TO RIP —RAP.
2 -5 LIF OF THE STREAM IMPACT
DUE TO RIP —RAP.
3— TEMPORARILY IMPACTED
WETLANDS AND STREAMS WILL DE
RESTORED AT THE END OF
CROSSING CONSTRUCTION. THE
48 S.F.
AREA WILL BE CONTOURED,
'ETLAND
TOPSOIL RESTORED AND
AND
REVEGETATED TO ENSURE
STREAM
TEMP.
LONG —TERM WATER QUALITY.
IMPACT
v� �5
...___
JACKSONVIIA S rW., ONSL . TY, NC
PREPARED BY
J" L PIERCE & ASSOCIATES.' P.A.
NC LICENSE No. C -18M
405 JOHNSON BLVD, JACKSONVILLE, NC 28540
910 -346 -9800 FAX 910 - 346 -1210 EMAIL: brlunJ®Jpnc.com
APRIL 26, 2012(REY 3-25- 13)(5- 23- 13)($- 18 -13)
SCALE: HORIZONTAL 1 " =40"
VU,I1OAL. l' - -4'
30
!
10
9

E
20
15

1 -148 S.F. OF THE WETLAND
IMPACT DUE TO RIP —RAP.
2 -8 LF OF THE STREAM IMPACT
DUE TO RIP —RAP,
3—TEMPORARILY IMPACTED
WETLANDS AND STREAMS WILL BE
RESTORED AT THE END OF
CROSSING CONSTRUCTION. THE I
AREA "LL ICE TCURED.
AND
R G A E ENSURE
LCNG-TERM WATER.,QqApTY
n r„ ll -
W4 t5Q
30
20
10
e
IT
Crystal Coast Engineering, P.A.
Civll and Environmental Consulting Engineers
John R. Freshwater, PE
# K. PE -:.
3 - -9 'lM3itra PLr
taa�'i a ism
PII� Ei sew__ N PAS
2013
AND 4 LF.
m TEV4P
iwp
L ,*
h
-a
a'
III
pm
IN
pRCP€D Ely
J" L PIERCE h ASSWAYM P.A.
NC LICENSE Na C -18M 1p�p ©�J �y
445 JDHNS4N 84VD, JACK"VTLLF. NC 4044 fa���I�1IVri111 PLAN
910-346-9800 FAX 914 -34F -1213 QAA1Qbrlcj �pnd.ddln
APWL 28.:HORI2012(3-Z5-13)(6-18-13) TAL 1 NOT FOR CONSTRUCTION
SCALE: HORIZONTAL 1 " -40" IV \J 1 t-Vt't �./t11V Il t..+ �.,If`
VERTICAL 1 " =4'

1 -80 S.F. OF THE WETLAND
-IMPACT DUE TO RIP - RAP.
2- TEMPORARILY IMPACTED+
WETLANDS AND STREAMS Ml 8
RESTORED AT THE END 1
CROSSING CONSTRUCTION. THE =, «.
AREA WILL BE CONTOUR
TOPWL RESTOM MD ...
All TO
WATER � Tlf
6"RIP —RAP y
MUM
1 R40: 0.5% 911 R4
40
01
0
15
JOHN L PIERCE de ASSOCIATES, P.A.
NO UCENSE No. C -1888
405 JOHNSON BLVD, JACKSONVILLE, NC 28540
910 -345 -9800 FAX [phone] EMAIL--bricnJ®Jpnc.co
NOVEMBER 20, 2012(3 -25- 13)(5 -23- 13)(6- 16 -13)
SCALE: HORIZONTAL 1 " =40"
VERTICAL 1 '�4'
im
im
PH
IN

NIP=
44 S.F.
IQ S.Y. WEILAND AND
1-90 S.F. OF THE WETLAND
4 LF.
6 RIP—RAP
Hmdwao .0 ftg..0
IMPACT DUE TO RIP—RAP. MCDOT SM.27
STREAM
TEMP, IMPACT
2-5 LF OF THE STREAM IMPACT
DUE M RIP—RAP.
3—TEMPORARILY IMPACTED
WETLANDS AND STREAMS WILL 8
RESTORED AT THE END OF
CROSSING CONSTRUCTION. THE
AREA WILL BE CONTOURED,
TOPSOIL RESTORED AND
REVEGETATED TO ENSURE
LONG—TERM WATER QUALITY.
- :I�
7
"AF1
WETL&NO AND
4 LF.
STREAM
TEMP. IMPACT
arrAv., PIPE' aATA
motonol MathQ0,
Q--01A 0- (0.35)(6.5)(A) 0-2.275(A)
AREA(AC) a WLOPE LENGTH(FT) SIZE(IN)
lay, 5 0d4A f11" he w
W1 U i PIPE ItEAIMLL TO EMNI) I i S' ABOYE TOP Or P Ift
40
,30
20
15
I
JOHN L PIERCE ac ASSOCIATES, P.A.
NC LICER% No. C-11M,
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
910-3445-9800 FAX [phone] EM AIL-brionJ*Jpnc. corn
APRIL 20, 2012(REV 3-25-13)(5-23-13)(6-18-13)
SCALE; HORIZONTAL 1"=40"
VERTICAL 1"=4'
IN
ml
wl
15

1 -NO WETLAND IMPACT DUE TO
RIP-RAP.
TEMP. WETLAND-
2-TEMPORARILY WPM=
­ '
iMPACT Nb RIP-RAP PAD"
WETLANDS AND S7REAAj WtL
Nam
RESTORED AT THE END QF
M, uc E.
rROMNG: WN IT". TH
ARF-A MLL aE ewmm�
_MPSOIL
RES"ED AND INV-2-8. O
)
REVEMTATED TO ENSM,
LONG-TERM WA TER, WAUTT.
- 44&K OF TEMP.
WETLAND IMPACT
STORM PIPE DATA
national Method:
Q-CIA 0 -(0.35)(6.5)(A) 0-2.275(A)
AREA(AG) 0 SLOPE LENGTH(Fr) SIZE(IN)
NOTE: PIPE HEADWALL TO EXTENO 0.5' ABOVE TOP OF PIPE
40
,30
2-0
15
28,5
JUN 2 8
0.7ii I IFT, I 17MIL-77,117m
JOHN L POM & ASSOCIATES, F.A.
NC UCENSE N& C-1888
405 JOHNSON BLVD, JACKSONVILLE, NC 28540
910-346-9800 FAX [phone] EMAIL briand0j1pne.com
APRIL 26, 2012(REV 3-25-13)(6-18-13)
SCAI P: HORIZONTAL 1'-40"
VERTICAL 1"-4'
41)
mm
Fm
09

AND 4 LF 1q,
STREAM 10 S. Y.
NOTES: IMPACT 8 "RIP —RAP
1 -80 S,F.. OF THE WETLAND 4
IMPACT DUE TO RIP -RAP.
2 -3 LF OF THE STREAM IMPACT,
DUE TO RIP -RAP,
3- TEMPORARILY IMPACTED
WETLANDS AND STREAMS WILL
RESTORED AT THE END OF
CROSSING CONSTRUCTION. THE
AREA PALL BE CONTOURED,
TOPSOIL RESTORED AND
REVEGETATED TO ENSURE
LONG -TERM WATER
STOW WE mrk
90'r tonal Mato":
0 =01A 0= (0.95)(6.5)(A) 0- 2.275(A)
AREA (AC) 0 %SLOPE LENGTH(FT) SIZE(1N)
@,7 *0,.4 '1.20 194 CEO
NOTE: PIPE HEADWALL TO EXTEND 0.5' ABOVE TOP OF PIPE
30
20
10
- wmma q
M
ri
IMpkcT
4
W, ,
° IN0
1 sj� . 0.03 AO
AT ii
405 JOHNSON BLVD, JACKSONVILLE, NC 28540
910 -346 -9800 FAX 91D-- 346 -1210 EMAIL•bnanJ®jpnccam
APRIL 21, 2012(REV 3 -25-- 13)(5 --22- 13)(6- 18 -13)
SCALE: HORIZONTAL 1 "a40"
VERTICAL 1 " =4'
EE
0
10

STORM PIPE DATA
Rational Method: UNLESS OTHERVASE NOTED)
Q-CIA Q-(0.65)(6.0)(A) 0-3,9(A)
AREA(AC) 0 SLOPE LENGTH(Fr) SIZE(IN)
PIPE 1.50 5,Rs 0. ffil 12 18 RCP
NOTE; PIPE HEA(AVALL TO EXTEND 0.6' ABOVE TOP Of PIPE
a
WETLANDS CROSSING
764 S.F. (0.018 AC.)
PAD Naj
IMMI
Fin.
JUN 2'8 2013
1-NO WETLAND IMPACT DUE M
RIP-RAP.
2-TEMPORARILY IMPACTED
WETLANDS AND STREAMS WILL BE
RESTORED AT THE END OF
CROSSING CONSTRUCTION. THE
AREA WILL BE CONTOURED.
TOPSOIL RESTORED AND
KVEGETAlIED TO ENSURE
W,15.64 LO"q-TERM WATER QUALITY.
4'�J`.- OF
IMPACT
Ar.
405 JOHNSON BLVD, JACKSONVILLE, NC 26540
910-546-0800 FAX [phone] EMAIL--brki"M
OCTOBER 25, 2012(REV
SCALE: HORIZONTAL 1"-413'
VERTICAL 1"-4'
30
FE
10
61

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m
N
M
Z
1
v
v
C
C
m
N
K