20061658 Ver 1_COMPLETE FILE_20061017

?oF WATF9p Michael F. Easley, Governor
G William G. Ross Jr., Secretary
co North Carolina Department of Environment and Natural Resources
Alan W. Klimek, Y.E. Director
Division of Water Quality
DWQ Project # 061658
New Hanover County
December 13, 2006
Mr. Heath Clark
Bill Clark Homes D L"` f7
430 Eastwood Road, Suite 100
Wilmington, NC 28403
DEC 1 5 2006
Subject: General 401 Water Quality Certification 0374
Carrington Woods Subdivision DEMi • WATER QUALITY
Vtjtat?nc r; 1
F,;,Jyr.9,T?n anNt ?tl
Dear Mr. Clark:
The Wilmington Regional Office received your Pre Construction Notification application for a 401 Water Quality
Certification for the subject project on October 17, 2006. You are proposing to temporarily impact 0.11 acres of
Section 404 Wetlands and 30 linear feet of stream for the purpose of installing a sewer line. You are authorized
to proceed with your project as proposed under General Water Quality Certification (WQC) # 3374 (enclosed).
This Certification allows you to use the US Army Corps of Engineers' (USACE) Nationwide Permit 12 when the
USACE issues it. Further written concurrence from the Division of Water Quality (DWQ) is not required
provided that you can meet all of the conditions of the General Water Quality Certification. Please read the
attached Certification carefully and note the following condition:
An anti-seep collar shall be placed at the downstream (utility line gradient) wetland
boundary and every 150 feet (45.7 meters) up the gradient until the utility exits the
wetland for buried utility lines. Anti-seep collars may be constructed with class B
concrete, compacted clay, PVC pipe, or metal collars. 1Vetland crossings that are
directionally drilled, and perpendicular wetland crossings that are open cut and less than
150 feet (45.7 meters) long do not require anti-seep collars.
If at anytime during construction of your project you determine that you cannot meet these conditions or if there
are any additional impacts to Fvetlands or water quality not described in your application, you must contact
this office immediately.
If you have any questions concerning this matter, please do not hesitate to call me at (910)-796-7379.
Sincerely,
Lutheran
Environmental Specialist III
cc: Kim Williams, Land Mangement Group
Jennifer Frye, USACE Wilmington
Stephen Rynas, DCM Morehead
Ian McMillan, DWQ 401 Oversight Unit
Beth Wetherill, NHC Engineering
Central Files
WiRO
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405.3845 FAX [phone] Interact: Nv%vw.ncwatcrquality.org NorthC/l/it?a
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper orthCarrolln
WQC #3374
UTILITY LINE BACKFILL AND BEDDING CERTIFICATION
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE
FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 12 OR
REGIONAL PERMIT 198100049 (UTILITY LINE BACKFILL AND BEDDING)
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification is issued in conformity with the requirements of Section 401,
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Water Quality (DWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0200 for
the discharge of fill material to waters and wetland areas as described in 33 CFR 330 Appendix A
(B) (12) and General Permit No. 198100049 of the Corps of Engineers regulations (i.e., including
any fill activity for utility line backfill and bedding) and for the Riparian Area Protection Rules
(Buffer Rules) in 15A NCAC 2B .0200. This certification replaces Water Quality Certification
(WQC) Number 2664 issued on January 21, 1992, Water Quality Certification Number 3022
issued on September 6, 1995, Water Quality Certification (WQC) Number 3101 issued on
February 11, 1997 and Water Quality Certification Number 3288 issued on June 1, 2000. This
WQC is rescinded when the Corps of Engineers reauthorize Nationwide 12 or Regional Permit
198100049 or when deemed appropriate by the Director of the Division of Water Quality.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Activities covered by this General Certification do not require written concurrence from the
Division of Water Quality as long as they comply with all conditions of this General
Certification and the conditions of Nationwide 12 or Regional Permit 198100049 as
appropriate. If any condition in this Certification cannot be met, application to and written
concurrence from DWQ are required. Also, Condition No. 6 is applicable to all streams in
basins with riparian area protection rules;
2. In accordance with North Carolina General Statute Section 143-215.3D(e), any request
for written concurrence for a 401 Water Quality Certification must include the appropriate
fee. If a project also requires a CAMA Permit, one payment to both agencies shall be
submitted and will be the higher of the two fees;
In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be required for
stream and/or wetland impacts. Streamside buffer mitigation may be required for any
project with Buffer Rules in effect at the time of application for buffer impacts resulting
from activities classified as "allowable with mitigation" within the "Table of Uses" section of
the Buffer Rules or require a variance under the Buffer Rules. A determination of buffer,
wetland and stream mitigation requirements shall be made by DWQ for any Certification
involving written concurrences including those for relevant Buffer Rules;
4. The edge of the construction corridor shall not be installed parallel to and closer than 10
feet (3 meters) to a stream and 25 feet in waters classified as HQW. Utility lines shall not
cross a stream channel at other than a near-perpendicular direction (i.e., stream channel
crossings shall not be at an angle of less than 75 degrees or more than 105 degrees to
the stream bank);
WQC #3374
5. Any wastewater line that crosses any stream shown on the most recent version of the
1:24,000 USGS topographic map or NRCS (SCS) County Soil Survey as permanent or
intermittent shall be installed with no joints connected within the footprint of a stream
channel or within 2 feet of the stream banks. Otherwise, written concurrence from DWQ
is required;
6. Impacts to any stream length in the Neuse, Tar-Pamlico, Randleman and Catawba River
Basins (or any other river basins with Buffer Rules in effect at the time of application)
requires written concurrence from DWQ in accordance with 15A NCAC 26.0233, .0259,
.0250 and .0243. Activities listed as "exempt" from these rules do not need to apply for
written concurrence under this Certification. New development activities located in the
protected 50-foot wide riparian areas (whether jurisdictional wetlands or not) within the
Neuse, Tar-Pamlico and Randleman River Basins shall be limited to "uses" identified
within and constructed in accordance with 15A NCAC 213 .0233, .0259, .0250 and .0243.
All new development shall be located, designed, constructed, and maintained to have
minimal disturbance to protect water quality to the maximum extent practicable through
the use of best management practices;
7. Measures shall be taken to prevent live or fresh concrete from coming into contact with
waters of the state until the concrete has hardened;
8. Herbicides can be applied in wetlands or other waters only when applied by a certified
applicator, and in strict accordance with product labeling;
9. Placement of rip rap is restricted to the stream bottom and banks directly impacted by the
placement of the utility line. Rip rap may only be used below the normal high water level.
The stream cross section must be restored to its original grade and elevation. Placement
of rip rap or other materials shall not result in de-stabilization of the stream bed or banks
upstream of downstream of the crossing;
10. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is
more appropriate (available from the Division of Land Resources (DLR) in the DENR
Regional or Central Offices) shall be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management
Practices in order to assure compliance with the appropriate turbidity water quality
standard;
11. All sediment and erosion control measures placed in wetlands or waters shall be
removed and the original grade restored within two months after the Division of Land
Resources has released the project;
12. Annual native species suitable for wet locations shall be planted and established within
jurisdictional wetlands for soil and erosion control. Perennials such as fescue are
prohibited;
13. No fertilizer shall be applied within 10 feet (3 meters) of streams. Any fertilizer application
must comply with all other Federal, State and Local regulations;
14. The construction corridor (including access roads and stockpiling of materials) is limited to
40 feet (12.2 meters) in width in wetlands and across stream channels and must be
minimized to the maximum extent practicable;
WQC #3374
15. Permanent, maintained access corridors shall be restricted to the minimum width
practicable and shall not exceed 10 feet (3 meters) in width except at manhole locations.
A 10 feet (3 meters) by 10 feet (3 meters) perpendicular vehicle turnaround must be
spaced at least 500 feet (152.4 meters) apart. Written concurrence is required if the
maintenance corridor is greater than 10 feet (3 meters) wide except that a maintenance
corridor larger than ten feet is acceptable for gas pipelines as long as mitigation is
provided for additional wetland fills to the maintenance corridor beyond those widths
specified in this General Certification;
16. An anti-seep collar shall be placed at the downstream (utility line gradient) wetland
boundary and every 150 feet (45.7 meters) up the gradient until the utility exits the
wetland for buried utility lines. Anti-seep collars may be constructed with class B
concrete, compacted clay, PVC pipe, or metal collars. Wetland crossings that are
directionally drilled, and perpendicular wetland crossings that are open cut and less than
150 feet (45.7 meters) long do not require anti-seep collars. The compacted clay shall
have a specific discharge of 1 X 10- 5 cm/sec or less. A section and plan view diagram is
attached for the anti-seep collars;
The following specifications shall apply to class B concrete:
a) Minimum cement content, sacks per cubic yard with rounded course aggregate 5.0
b) Minimum cement content, sacks per cubic yard with angular course aggregate 5.5
c) Maximum water-cement ratio gallons per sack 6.8
d) Slump range 2" to 4"
e) Minimum strength - 28 day psi 2,500
17. This General Certification does not authorize any permanent changes in pre-construction
elevation contours in waters or wetlands or stream dimension, pattern or profile. The
permittee will have a specific plan for restoring wetland contours. Any excess material
will be removed to a high ground disposal area;
18. If an environmental document is required, this Certification is not valid until a Finding of
No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse;
19. Stormwater management will not be required for this Certification as long as all other
Conditions are met. However, in the twenty coastal counties, the appropriate DWQ
Regional Office must be contacted to determine if Coastal Stormwater Regulations still
apply;
20. Compensatory mitigation (i.e., restoration, creation or preservation) for wetland losses will
not be required for this Certification if written concurrence is not needed;
21. Payment of a dollar per acre figure into the Wetland Restoration Program for these
impacts is acceptable when compensatory mitigation is required as long as the Wetlands
Restoration Program agrees in writing to accept this payment. Other mitigation plans
must receive written DWQ concurrence;
22. This Certification does not relieve the applicant of the responsibility to obtain all other
required Federal, State or local approvals;
23. Additional site-specific conditions may be added to projects for which written concurrence
is required or requested under this Certification in order to ensure compliance with all
applicable water quality and effluent standards;
WQC #3374
24. Concurrence from DWQ that this Certification applies to an individual project shall expire
three years from the date of the cover letter from DWQ or on the same day as the
expiration date of the corresponding Nationwide Permit 12 or Regional Permit 198100049
whichever is sooner;
25. When written concurrence is required, the applicant is required to use the most recent
version of the Certification of Completion form to notify DWQ when all work included in the
401 Certification has been completed.
Non-compliance with or violation of the conditions herein set forth by a specific fill project
may result in revocation of this Certification for the project and may also result in criminal and/or
civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a
formal application for individual certification for any project in this category of activity that requires
written concurrence under this certification, if it is determined that the project is likely to have a
significant adverse effect upon water quality or degrade the waters so that existing uses of the
wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: 18 March 2002
DIVISION OF WATER QUALITY
By
Gregory J. Thorpe, Ph.D.
Acting Director
WQC # 3374

WQC #3374
ANTI -SEEP COLLAR
1 'r' Inches 'i- Utility Line.
1 1 (Diameter Varies)
1
I foot I Class B Concrete
1 or compacted Clay
6 inches r©nch Width 6'inches
Not to exceed 40 feet
sEC QN
Class B Concrete
or Compacted Clay
x--12
Inches
6 Inches W ? -.44j [riches
PLAN
5
Permits issued
Subject: Permits issued
From: Kathy Rivera <[e-mail]>
Date: Thu, 14 Dec 2006 10:29:06 -0500
To: "Frye, Jennifer S SAW" <[e-mail]>, [e-mail],
bev Strickland <[e-mail]>
2006-0930 / Autumn Hall Town Center / New Hanover County / issued 12-13-06
2006-1608 / 1839 & 1913 Middle Sound Loop Road / New Hanover County / issued
12-13-06
2006-1658 / Carrington Woods Subdivision / New Hanover County / issued 12-13-06
2006-1661 / Muirfield Townes at Echo Farms / New Hanover County / issued 12-8-06
1 of 1 12/14/2006 3:36 PM
I
Triage Check List
Date: 10/23/06 Project Name:
To: Noelle Lutheran, Wilmington Regional Office
60-Day processing time: 10/17/06 to 12/15/06
From: Cyndi Karoly Telephone: [phone]
Carrington Woods SD
DWQ#: 06-1658
County: New Hanover
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidanee issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
TO
20061650"
,J
October 16, 2006
LMG
LAND MANAGEMENT GROUP INC.
Environmental Consultants
Ms. Jennifer Frye
U.S. Army Corps of Engineers
P.O. Box 1890
Wilmington, NC 28402-1890
RE: NWP 12 Application for Carrington Woods S/D; Bill Clark Homes
New Hanover County, NC
Dear Jennifer:
Enclosed is a NWP 12 application for your review. This application is submitted on behalf of
Bill Clark Homes for the Carrington Woods Subdivision in Wilmington, NC. The applicant is
proposing to build 52 single-family homes and associated roads within the 20-acre site. Although they
have avoided any wetland impacts from roads or homes, New Hanover County is requiring the
applicant to tie their sewer line to an existing manhole that is located on an adjacent property on the
opposite side of a stream. This utility line will result in the temporary disturbance of 0.11 acre of 404
wetlands and 30 LF of stream.
The Pre-Construction Notification form, associated maps, site plan, and cross sections are
enclosed for your review. Please note that I evaluated the sewer easement area and determined that it
consists entirely of 404 wetlands. Enclosed is a Corps data package for your review. Please contact
me if you have any questions. Thank you for your assistance with this project.
Sin erely4 f'
W
Kim Williams
Wetland Scientist
Encl.
C: Mr. Heath Clark, Bill Clark Homes
Mr. Jeremy Blair, Paramount Engineering
Ms. Noelle Lutheran, DWQ
Mr. Ian McMillan, DWQ
j?1
J'@'@gV9
1 `1 2
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DES ? p ST04????ZER?ICN
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www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC'28402
Office Use Only: Form Version March 05
2 0 0 6 1 6 5 8
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. ProcessinbiJ?.
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 12; GC3374
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), rIR D
II. Applicant Information OCT 17 2006
1. Owner/Applicant Information DENR-WATER QUALITY
Name: Bill Clark Homes 1,'tVV:-.0SANDSTOROATERERMIN
Mailing Address: c/o Mr. Heath Clark
430 Eastwood Road; Suite 100
Wilmington, NC 28403
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Ms. Kim Williams
Company Affiliation: Land Management Group, Inc.
Mailing Address: P.O. Box 2522
Wilmington, NC 28402
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: kwilliamsnlmgroup.net
Updated 11/1/2005
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Carrington Woods S/D
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): R03511-001-005-000
4. Location
County: New Hanover Nearest Town: Wilmington
Subdivision name (include phase/lot number): Carrington Woods
Directions to site (include road numbers/names, landmarks, etc.): Turn onto Murrayville
Road and continue for approximately 1.5 miles heading east, Turn right onto Quail Woods
Road and continue for approximately 0.5 miles until road ends.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 34.2907 ON 77.8416 °W
6. Property size (acres): 20 acres
7. Name of nearest receiving body of water: UT of Smith Creek
8. River Basin: Cape Fear River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/ih2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: This site is undeveloped. Adjacent land use is
undeveloped or residential.
Updated 11/1/2005
Page6of12
10. Describe the overall project in detail, including the type of equipment to be used: The entire
project consists of constructing a residential subdivision with approximately 52 houses. The
applicant will construct the 50' wide roadway and utilities leading to individual lots. Then
homes will be constructed. The sewer line will extend from the site, across a UT of Smith
Creek and to an existing manhole located on an adjacent property. NHC is requiring this
connection and has a sewer easement in this area.
Explain the purpose of the proposed work: To tie sewer from subdivision into the New
Hanover County system.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. 404 wetlands within the Carrington Woods site were delineated by LMG
and approved by Ms. Jennifer Frye of the US Army Corps of Engineers on 2/10/06 (Action ID#
200501182). The sewer easement area on the adjacent property was evaluated by LMG on
10/12/06 and was determined to be wetlands. Enclosed are pictures and a data sheet.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No additional wetlands impacts or stream impacts are anticipated on this tract.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Updated 11/1/2005
Page 7 of 12
1. Provide a written description of the proposed impacts:
The applicant proposes to temporarily impact 0.11 acre of 404 wetlands and 30 linear ft of
stream.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
1 Excavation (temp.) Forested No adjacent 0.11

Total Wetland Impact (acres) 0.11
3. List the total acreage (estimated) of all existing wetlands on the property: 3.25 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
1 UT of Smith Creek Excavation (temp) perennial -10, 30 0.007

Total Stream Impact (by length and acreage) 30 0.007
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

Total Open Water Impact (acres) N/A
Updated 11/1/2005
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.007
Wetland Impact (acres): 0.11
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) N/A
Total Stream Impact (linear feet): 30
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): -® uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Excavation from uplands
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): storniwater
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. Temporary wetland and stream
impacts are needed to tie the sewer line from the subdivision to the New Hanover Countv line.
Wetlands will be crossed at a narrow point. Anti-seep collars will be utilized and one full joint of
pipe will be used to cross the stream (see cross sectional drawings). Impacts associated with the
installation of utilities will be temporary. There is approximately 0.11 acre of wetland impacts
and 30 linear ft of stream impacts requested. Veizetation will be allowed to reestablish in the
sewer easement corridor, except for periodic removal of large woody trees that would prohibit
access to the easement.
Updated 11/1/2005
Page 9 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
httT)://h2o.enr.state.nc.us/ncwetlands/strm,u?ide.htm1.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because impacts will be temporary, no compensatory mitigation is provided.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://li2o.enr.state.nc.us/wm/index.btm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Updated 11/1/2005
Page 10 of 12
Amount of Coastal wetland mitigation requested (acres)
IX. Environmental Documentation (required by DWQ)
N/A
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No M
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213 .0242 or.0244, or.0260. N/A
4.
Updated 11/1/2005
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. There is no existing; impervious surface within
this site. Total proposed impervious coverage for the subdivision will consist of roadways and 52
houses amounting to - 6.5 acres or 30% of the site. The applicant will install silt fencing around
the construction area to reduce erosion into wetlands. A stormwater plan and a sedimentation and
erosion control plan will be obtained prior to beginning construction activities.
XII. Sewage Disposal (required by DWQ)
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.
The subdivision will tie into the County sewer system.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
This protect consists of a residential subdivision and will not provide access or utilities to other
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
10/6 /a b
Applicant/Agent's Signature Daie
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 12 of 12
F {
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Map Source: DeLorme: North Carolina Atlas and Gazetteer., 2003 p.86. SCALE 1" = 1 mile
Carrington Woods S/D Land Management Group, Inc.
Bill Clark Homes Environmental Consultants Vicinity Map
New Hanover County, NC Wilmington, N.C.
40-05-367P October 2006
Boundary information taken from
New Hanover County GIS aerial map, 2002.
Boundaries are approximate and
not meant to be absolute.
Map Source: Scott Hill, N.C., 1997, USGS 7.5' Topographic quadrangle.
REP=@ ROW19 p
OCT 17 2006
UENR - WATER QUALITY
VjETLq,@S A140 STORIAN(ATER BRANCH
SCALE 1 1000'
Carrington Woods S/D Land Management Group, Inc.
Bill Clark Homes Environmental consultants 1997 Topographic Quad
New Hanover County, NC Wilmington, N.C.
40-05-367P October 2006
N7 20o,;165,,3
' -,) IC5
g ? Zoos
Boundary information taken from ()(; 1 7
New Hanover County GIS aerial map, 2002.
Boundaries are approximate and `y,?7?{t QUALITY
not meant to be absolute. y EitANUS,,*loSTOpWWATERBR?trCi1
Map Source: Soil survey of New Hanover County, 1977. SCALE 1 1000'
Carrington Woods S/D Land Management Group, Inc.
Bill Clark Homes Envlronmental Consultants Generalized Soil Map
New Hanover County, NC Wilmington, N.C. New Hanover County, NC
40-05-367P October 2006
V
?`f94 9581
Kp4
New Hanover County Contract # 99 - 0208
Prepared by: Kemp P. Burpeau, Assistant County Attomey, New Hanover County, 320
Chestnut Street, Suite 309, Wilmington, North Carolina 28401
Tax Parcel No. R03500-005-35-000;
R03511-002-012-000;
R03511.002-014-000;
R03500.005-355-000
NORTH CAROLINA
EASEMENT
NEW HANOVER COUNTY
This DEED, made and entered Into this 28 day of
?ee-ryr.?/`" , 1998, by and between COASTAL CAROLINA DEVELOPERS,
INC., of 2905 Market Street, Wilmington, North Carolina 28403, hereinafter, whether
one or more, referred to as GRANTOR; and NEW HANOVER COUNTY WATER AND
SEWER DISTRICT, a body corporate and politic of the State of North Carolina, whose
mailing address is 320 Chestnut Street, Wilmington, North Carolina 28401, hereinafter
referred to as GRANTEE;
WIT ESSGTH:
WHEREAS, the previous lack of a County sewer system has adversely
affected water quality in both surface and subsurface waters; and
WHEREAS, GRANTEE requires easements for the purpose of access,
constructing and maintaining sewer system, and for a public bicycle path and
pedestrian walkway, and GRANTOR has agreed to convey the necessary easement to
GRANTEE;
NOW, THEREFORE, GRANTOR, for and in consideration of the sum of
One Dollar ($1.00) and other valuable consideration to GRANTOR in hand paid by
GRANTEE, and in consideration of the mu(_ual benefits inuring to the parties hereto,
does hereby give, grant and convey unto GRANTEE a perpetual right and easement as
more fully described in the paragraphs below.
1. Location of Easement. Being a permanent sewer, utility, drainage,
and access easement, and bicycle and pedestrian path, walkway, and easement on the

I _ . I
0 o
10%9 Vg%
0 C? 1 '1 2006
?;ns r?o s ?e
Boundary Information taken from
New Hanover County GIS aerial map, 2002.
Boundaries are approximate and
not meant to be absolute.
Map Source: New Hanover County GIS Department, 2002. SCALE 1' ? = 400'
Carrington Woods S/D Land Management Group, Inc. 2002 GIS
Bill Clark Homes Environmental Consultants Color
New Hanover County, NC Wilmington, N.C.
40-05-367P October 2006 Aerial Photo
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tland Impact: 0.11 acre SEWER SERVICE NOTE:
?#eaLn Impact: 30 LF ---
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' SCALE: 1"= 100'
? r.?l.' ?t FY"',N G - N 0..,,._=ASED -OR vuINSTftIJwTMO"J
NQ COMMENT: DATE
j , PER NEW HANOVIM COUN'Y C3t&:tE`S ai33/C8
PROJECT STATUS SEAL
Y ,N
UTILITY LAYOUT PL °
,Z?rxe A M
-RAOUNT {' y HOMES .
C
°t1LON NWUOIiS
DRAN9N6 INFORMATION " " ? " " ? " ' " ? • ? " ? ? 1 __
4 Z6 Y6 121 Faces Dtive, S 2 2 430 EASTWOOD ROAD PL.T-FORUNLANCE ItP..SlDF_''TLAL TJL`JEELOPAIEI i
xw: n.s \c3hGseLa284

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t£.7 r0"?_
E?t ? WILMINGTON, NORTH CAROLINA 28403
I?ELF1430VERCF'?L\IY
'"

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[phone]
1.4OPiT11 CIN.ii`Of ?A
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PROPOSED SMI-1-5
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RIv1 = 37.00
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EX. NHC
Wetland Impact: 0.11 acre
2 0 0 I ? Stream Impact: 30 LF
404 Wetlands
Proposed Temporary Impacts to 404 Wetlands & Streams
0 20 40 80
SCALE 1"=40'
CARRINGTON WOODS SUBDIVISION
3?3
00,

Proposed temporary
wetland and stream impacts
October 2006
iU

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i5

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LP - CL. 54
MJ DIP CER
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ONE FULL JOINT OF PIPE SHALL BE
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35
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25
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PROFILE 8" SEWER - RUN I
SCALE HORIZ 1"=50'
VERT. 1"=5'
6+00 7+00
3+00 4+00
PROFILE 8" SEWER - RUN 2
SCALE: HORIZ I"=50'
VERT.1 "=5'
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PROFILE 8" SEWER - RUN 4 '
SCALE HORIZ 1"=50'
VERT. I"=5'
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
NSL COMMENT: GATE: PROJECT STATUS CLIENT INFORMATION: SEAL
kuYOUT
? SEWER PROFILES
PREU? LAYOUT.
ANAL 0 -

OU T
RAM
A
BILL CLARK
n
?`°R CARRINGTON WOODS

DRA

"
" ` "
' HONES _

`/
C
WING INFORMATION
oA>E 41tIr 127 Racine Drive, Suite 202 430 EASTWD ROAD PERFORMANCE RESIDENTIAL DEVELOPMENT l
SCALE 1 °
omc+Lm: am o North Carolina 28403
?? ?
WILMINGTON, NORTH CAROLINA 28403
NEW IIANOVER COUNTY
oA?q t
D[oaa ree [phone] (0) (910) 7634517 A PHONE (910) 35D-1744 NORTH CAROLINA

-
PD J08f 0611
PE
I
AGENT AUTHORIZATION FORM
TO WHOM IT MAY CONCERN-
r
Uwe, the undersigned, hereby authorize Land Management CCroup, Inc. to act as our agent in the
determination of jurisdictional wetland boundaries can the subject property, Carrington Wood in
New Hanover County, NC. By way of this form, Uwe additionally authorize access to the site
by representatives of the US Amy Corps of Enginem and/or the NC Division of Coastal
Management for the purpose of reviewing the flagged wetland boundary and providing a final
jurisdictional determination. Any questions regarding the jurisdictional wetland determination
should be directed to Land Management Group, Inc.
PIease provide the following jn M lion:
Property Address and Parcel ID Number: R03511-002-012-000
Easement --
Current•Rt,peny Owner Name: New Hanover County Water and Sewer District
Owner Address & Phone Number: 230 Market Place Drive
Wilmington., NC 28403
Please circle Yes nr No fnr tile follow
UWe are the current o-ojIM• (easement from Coastal
• Yes No
Carolina Developers, LLC)
UWe are under contract to purchase the subject property: Yes No
I/We are under option to purchase the subject property 'Yes No
I.AVc have no legal interest in subject property: Yes [?Iq
(i.e. speculative request - NOTE: Fite access will be restricted without notice/authorization by
current owner)
Greg Thompson, PE
c/o New Hanover County Water & Sewer District
not ez's Name
4ere?'S-
Signatut•e
(not required if under contract or under option)
9 4-/,-v6
Date
Print Applicant's Name
Applicant's Signature
Date
I
2494 X582
New Hanover County Contract # 99 - 0208
property of the above-referenced GRANTOR described in Map Book 37, Page 296,
New Hanover County Registry, and more specifically described as an easement on,
over, and across Tracts "B," "C," "D," and "I" as more fully shown on the above-
referenced map prepared by Arnold W. Carson, R.t-.5..
2. Purpose of Easement. The purpose of the easement is access for
water and sanitary sewer maintenance and construction, drainage, and bicycle and
pedestrian path, walkway and easement. GRANTEE'S rights shall include constructing,
laying, maintaining, inspecting, operating, protecting, repairing, changing the size of,
replacing, removing or abandoning lines and facilities, and removing structures, fences,
trees, shrubs and vegetation within the easement area and construction improvements
and maintenance of bicycle and pedestrian paths, walkways, and easements.
GRANTOR shalt have the right to use and enjoy said easement area subject to the
easement and rights herein granted. At the conclusion of any utility installation or utility
maintenance activities within the above described easement, the GRANTEE will return
the easement to as near prior conditions as feasiblely possible.
3. Restrictions on Grantor's Use of Easement. GRANTORS agree
not to erect buildings, structures, trees, fences or berms within the easement. No
ponds may be within thirty (30) feet of any existing sewer line. GRANTORS shall grant
no additional utility easements on, over, or within the area addressed by the herein
conveyance without first securing the written authorization of the District.
4. Grantee's Rights of Ingress and Egress. GRANTEE shall have the
right of ingress and egress along the easement, and the general public shall have
access on and over the easement for purogses of bicycling or walking. In addition
thereto, for utility activities GRANTEE shall have the right of ingress and egress over
such private roads, driveways, alleys and ways as may now or hereafter exist on
GRANTOR'S property, and if there are no public or private roads or ways reasonably
convenient to provide access to the easement, then GRANTEE shall have the rights of
I
OQO„ PACE
9u9y `J583
New Hanover County Contract # 99 - 0208
ingress and egress over GRANTOR'S property adjacent to the easement in such
manner as shall occasion the least practicable inconvenience and damages to
GRANTOR. GRANTEE will be responsible for damages to GRANTOR'S property for
such use, to the extent attributable to the sole acts of GRANTOR or its contractors.
5. Covenants by Grantors. GRANTOR, for GRANTOR'S self,
GRANTOR'S successors and/or assigns, does covenant with County, its successors
and assigns, that GRANTOR is owner In fee simple of the real property which is subject
to the described easement; that GRANTOR has good right to grant and convey said
easement; that said easement is free and clear from all restrictions, easements or
encumbrances, except any mentioned in this instrument, any restrictions of record, any
utility or drainage easements of record, and the lien of local property taxes; and that
GRANTOR shall, and GRANTOR'S successors and/or assigns shall, warrant and
defend the title to said easement against the lawful claims and demands of any and all
persons whomsoever.
TO HAVE AND TO HOLD the right and easement hereby granted to the
GRANTEE and its successors in title forever; it being agreed that the right and
easement hereby granted Is appurtenant to and runs with the land now owned by
GRANTOR.
IN TESTIMONY WHEREOF, the GRANTOR has hereunto set its hand
and seal, the day and year first above written.
??c?e?irecr,;?? COASTAL CAROLINA DEVELOPERS, INC.
A ?r
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Z`194 0504
New Hanover County Contract # 89 - 0208
STATE OF t?l o rr?•, Cfaro) t,. A
COUNTY OF ;Nltto
c J) 1 e.* a Notary Public In and for the
State and Coun y aforesaid, certify that eo t NNCr ersonally
came before me this day and acknowledge t at he is ecretary o COASTAL
CAROLINA DEVELOPERS, INC. and that by authori duly given and as the act of the
corporation, the foregoing instrument was signed in its name by its President sealed
with its corporate seal and attested by him/herself as Its Secretary.
WITNESS my hand and official seal, this 08 day of bec em1wf' , 1998,
My commission expires: ary Pu he
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STATE OF NORTH CAROLINA
New Hanover County
the Foregoing/ Annexed Catifexte(s) of
ToU,y 04vwies) Publio W to mnHkd
to be cossoa
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08/10/2006 08:32 9104520060 LANDMANAGEMENT PAGE 02/02
AGENT AUTHORIZATION FORM
TO WFIOM IT MAY CONCERN:
I/we, the undersigned, hereby authorize Land Management Group, Inc. to act as our agent in the
determination of jurisdictional wetland boundaries on the subject property, Carrington Wood in
New Hanover County, NC. By way of this form, I/we additionally authorize access to the site
by representatives of the US Army Corps of Engineers and/or the NC Division of Coastal
Management for the purpose of reviewing the flagged wetland boundary and providing a final
jurisdictional determination. Any questions regarding the jurisdictional wetland determination
should be directed to Land Management Group, Inc.
Please provide the following information: 1qx5l W t c V 5 Iz D + WI L M (,J
Gam,, r
Property Address and Parcel Il) Number: P-0351, -yy t ota;' --0C, p
Current Property Owner Name: _L_IA&V- tA bo (-e
Owner Address & Phone Number:
Please circle Yes or No for the following questions:
I/We are the current owners. Yes
I/We are under contract to purchase the subject property: ( es No
I/We are under option to purchase the subject property: Yes No
I/We have no legal interest in subject property: Yes No
(i.e. speculative request-NOTE: Site acres$ will be restricted without notice/authorization by
current owner)
Print Owner's Name
Owner's Signature
0hot required if under contract or under option)
Date
DwPV-D 0. C-L -l-
Print Applicant's N?
App icant's Signature
Date