20070863 Ver 1_401 Application_20070507

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`jouthern ~nvironmenta~ Group, ~nc.
53 i 5 South Co~~e~e jZoa~, Suite ~ • Wi~min~ton, North Caro~ina 284 i 2
910.452.271 1 ~ax: 910.452.2899 o{~ice@se~i.us
May 16, 2007 MqY ~ ~ ° ~,~:
Hand Delivery
Ms. Jennifer Frye
Wilmington Regulatory Field Office
US Army Corps of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
Re: 4299 North College Road
Pumpkin Kiln Branch Site
North of Wilmington
Proposed Exton Park Townhomes
Dear Ms. Frye:
dNFI~NOS N;n ~ ©'^~ 4'UAC~~(~ J k
~~~9J~R~~~~~h'
jSEG[ Praject #fl6-151.011
Southern Environmental Group, Inc. (SEGi) has been retained by Mr. Howard Penton of
Pumpkin Powerline Properties to pursue approval to permanently impact 0.053 acre of Waters of
the US and 0.008 acre of jurisdictional wetlands and to temporarily impact 0.376 acres of
jurisdictional wetlands. The fill will be necessary to construct amulti-family residential
subdivision including the installation of stormwater pipes, the construction of concrete patios
behind the units (these impacts are necessary to insure the stability of the units), temporary
access roads, and the installation of sewer lines. The project is located at 4299 North College
Road, north of Wilmington, New Hanover County, North Carolina.
The proposed impacts are summarized below.
Table 1: Summary of proposed impacts to jurisdictional wetlands and other Waters of the US.

a!
SEGO
Per General Condition # 20 of the 2007 Nationwide Permits, no compensatory mitigation is
proposed for this project. The permanent impacts total less than 0.10 acre and the corridors for
the temporary impacts will not be maintained. The applicant would, however, like to place the
remaining wetlands in preservation. The map and preservation mechanism will be completed
after this plan has been approved.
There is no evidence on-site to suggest the presence of any Federally listed, threatened or
endangered species. Nor is there evidence of any historic or archeaological resources.
At this time, we are submitting a PCN. Please review the attached permit application and
documentation for authorization under NWPs 12 and 18. Should you have any questions,
concerns or comments, feel free to contact me at 910.452.2711. Thank you in advance for your
assistance with this project.
Sincerely,
Angie Pennock
Senior Consultant
Enclosures: Attachment 1. Pre-Construction Notification
Attachment 2. Letter of Agency
Attachment 3. Impact Maps
Attachment 4. Vicinity Maps (2 scales)
Attachment 5. Aerial Photograph
Attachment 6. Copy of Wetland Delineation Package
Cc (with enclosures):
HAND DELIVERY
NC Division of Water Quality
Wilmington Field Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
US POSTAL SERVICE
Mr. Ian McMillan
NC Division of Water Quality
401 Oversight /Express Review Permitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650

SEGO
Attachment 1. Pre-Construction Notification

20Q70863
Off1Ce USe Ong: Form Version May 2002
I_. _ _ _ _-- -- --- _- ---
USAGE Action ID No. DWQ No. ii
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
^D Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
^ 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12 (temporary impacts),
18 (permanent impacts)
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^D
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), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: Mr. Howard Penton
Penton Properties
Mailing Address: 6435 Shinnwood Road
Wilmington, North Carolina 28409
Telephone Number: 910.452.1410 Fax Number: _
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. Angie Pennock
Company Affiliation: Southern Environmental Group, Inc.
Mailing Address: 5315 S. College Rd. Suite E
Wilmington, North Carolina 28412
Telephone Number: 910.452.2711 Fax Number: 910.452.2899
E-mail Address: angieCa~segi.us
~. ~~~~ ~
h~AY ~ ~' 2007
Page 1 of 12
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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 maybe 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: Exton Park Townhomes
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): R01800-007-001-003
4. Location: The project is located on the northwest corner of the intersection between
Blue Clay and North College (NC 132) Roads (4299 North College Road). in the
headwaters of an unnamed tributary to Prince Georges Creek, north of Wilmington,
New Hanover County, North Carolina.
County: New Hanover (#65j Nearest Town: Wilmington
Subdivision name (include phase/lot number): Exton Park Townhomes
Directions to site (include road numbers, landmarks, etc.):
Follow N. College Road toward Castle Hayne. (Exit 420 B off I-40 heading west.) After
passing through the Blue Clay Road intersection the site will be on your left. Look for the
powerline easement half a mile past Blue Clay Road.
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): 34.3259°N 77.8859°W
6. Property size (acres): 34.9 acres (1,520244 square feet)
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed Tributary to Prince
Georges Creek
8. River Basin: Lower Cape Fear (03030005
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/beewd.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:
The project site is currently undeveloped and forested with the exception of a Progress
Energy transmission line easement located on the southern half of the proQertp. Land
use in the vicinity of the proposed project is a combination of residential, silviculture,
and agriculture. The area is undergoing a shift from a predominantly rural to a
Page 2 of 12

suburban community with the introduction of more and more residential developments.
While most of the residential construction in this area has been single-family. there are
a few multi-family developments in the area.
The high round found on the subject property is covered with a canopy of red maple
(Ater rubruml and long-leaf pine (Pinus palustrus), shrub layer of huckleberry
(Gaylussacia frondosa~ and inkberry (Ilex glabra). and an herb layer of bracken fern
(Pteridium aquilinuml. There was no evidence of hpdrolog_y within 18 inches of the
surface. The underlain soil type, Torhunta (very_poorly drained), as mapped in the
USDA New Hanover County Soil Survey (1977), is listed in "Hydric Soils of the United
States."
The wetlands on this tract can be characterized as picosins. The vegetation found with
the wetlands includes a canopy of red bay (Persea borbonia) and sweet gum
(Liquidambar styraciflua). a shrub laver of inkberry_(Ilex glabra). an understorv of
pineland three-awn (Aristida stricta), and a vine laver of laurel-leaf greenbriar (Smilax
Lauri olia .
10. Describe the overall project in detail, including the type of equipment to be used:
The applicant is proposing the construction of a 114 unit multi-family residential
subdivision. To complete this project, the applicant proposes to fill an existing man-
made Waters of the US and replace the function of this feature in a new ditch that will
be constructed along the northwestern and western property boundaries. Where the
new ditch would cross wetlands, the applicant is proposing to carry the water through
culvert Wipes installed under the current wetland elevation to prevent drainage. These
temporary crossings will be returned to original grade. seeded with a wetland seed mix.
and allowed to return to their original condition. No maintenance mowing or clearing
is proposed where the pipes are to be installed. In addition. temporary impacts will be
incurred along the western side of the proposed buildings. Pipe will be installed under
the wetlands to carry stormwater from this area. The temporary crossings will be
restored to original grade, seeded with a wetland seed mix, and allowed to return to
their original condition. Again, these areas will not be maintained.
To reach the western side of the property and prevent the movement of equipment over
the wipe that will be installed at impact area 18, the applicant has proposed temporary
impacts for a construction entrance associated with the installation of the stormwater
(utility) pipes. In addition, a temporary crossing to access the proposed stormwater
pond site is requested to eliminate further clearing in the undisturbed high ground to
the south of the proposed project. Temporary impacts associated with the temporary
construction road are label impact areas 15 - 17.
Small amounts of wetland fill are also proposed for the construction of retaining walls
behind units 7, 8, 12. 20, 25. and 37 - 40. These impacts cannot be avoided as the fill
under the rear patios is necessary to insure the stabili of the proposed town homes.
Page 3 of 12

The development includes the installation of a sanitary sewer line that will tie into an
existing sanitary sewer line between Saddlebrook Drive and Plum Tree Lane. This
installation would require temporary impacts to jurisdictional wetlands. A
maintenance corridor is not proposed and native vegetation will be allowed to return
over the line. The area will be returned to original grade, seeded with a wetland seed
mix, and allowed to return to their original condition.
The proposed subdivision is high-density and will require an engineered stormwater
stem. The stormwater pond will be located on the south side of the Progress Energy
Power Line Right-of--Way. The applicant is proposing temporary impacts to wetlands
on the project site for the installation of pipes to carry stormwater under the wetlands
located behind the proposed western units and along the northern and western
property boundaries. The new high ground ditch and pipes will carry the water
formerly carried by the man-made Waters of the US and stormwater from the project
site and neighboring property to the north.
Equipment used to complete this project would include standard earthmoving and
construction machines. These will likely include bulldozers, front end loaders, back-
hoes, track-hoes, and dump trucks. Four-wheel drive trucks will be used to transverse
the project site during construction. No equipment will be taken into the remaining
wetlands except where permanent or temporary impacts are proposed.
Restoration Plan:
1. Restore areas where temporary impacts are proposed to original grade. The top 12
inches of the trench will be back filled with the topsoil taken from the trench.
2. A wetland seed mix will be distributed over the disturbed areas for stabilization.
3. Vegetation from the wetland area surrounding the disturbed site and found in the
seed bank in the native topsoil will be allowed to fill in the area. This will insure that
the work site returns to the conditions found prior to the utility line installations.
11. Explain the purpose of the proposed work:
The applicant's proposed purpose is to create amulti-family residential development in
the vicinity of the intersection of Blue Clay Road and North College Road. With the
construction of the North Campus of Cape Fear Communi College, there is a need for
additional multi-family units in this area.
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,
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list and describe permits issued for prior segments of the same T.LP. project, along with
construction schedules.
A jurisdictional determination request was submitted on October 4, 2006. We are unaware
of any other authorized or withdrawn permit applications for this site or project.
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 future permit requests are anticipated for this project.
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.
1. Provide a written description of the proposed impacts:
Proposed Permanent Impacts (NWP 18Z
Area 1: Fill of Waters of the US needed to construct the proposed subdivision.
Area 2: Fill for the construction of a retaining wall on the back of the unit.
Area. 3: Fill for the construction of a retaining wall on the back of the unit.
Area 4: Fill for the construction of a retaining wall on the back of the unit.
Area 5: Fill for the construction of a retaining wall on the back of the unit.
Area 6: Fill for the construction of a retaining wall on the back of the unit.
Proposed Temporary Impacts (NWP 121:
Area 7: Temporary excavation and fill for the installation of stormwater pipe.
Area 8: Temporary excavation and fill for the installation of stormwater pipe.
Area 9: Temporary excavation and fill for the installation of stormwater pipe.
Area 10: Temporary excavation and fill for the installation of stormwater pipe.
Area 11: Temporary excavation and fill for the installation of stormwater pine.
Area 12: Temporary excavation and fill for the installation of stormwater pipe.
Area 13: Temporary excavation and fill for the installation of stormwater pipe.
Area 14: Temporary excavation and fill for the installation of stormwaterpipe.
Area 15: Temporary fill for a construction access.
Area 16: Temporary fill for a construction access.
Page 5 of 12

Area 17: Tem porar y fill for a construction access.
Area 18: Temp orar y excavation and fill for the installation of stormwater pine.
Area 19: Temp orar y excavation and fill for the installation of stormwater pine.
Area 20: Temp orar y excavation and fill for the installation of sewer line.
Area 21: Temp orar y excavation and fill for the installation of sewer line.
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
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
2 Fill Picosin No 1600 0.006
3 Fill Picosin No 1250 0.002
4 Fill Picosin No 1100 0.00002
5 Fill Picosin No 900 0.00004
6 Fill Picosin No 850 0.00009
7 Temporary Picosin No 1800 0.046
8 Temporary Picosin No 1600 0.069
9 Temporary Picosin No 1350 0.006
10 Temporary Picosin No 1250 0.050
11 Temporary Picosin No 1100 0.031
12 Temporary Picosin No 900 0.003
13 Temporary Picosin No 800 0.007
14 Temporary Picosin No 850 0.015
15 Temporary Picosin No 750 0.010
16 Temporary Picosin No 650 0.005
17 Temporary Picosin No 900 0.043
18 Temporary Picosin No 1550 0.009
19 Temporary Picosin No 1000 0.039
20 Temporary Picosin No > 3000 0.023
21 Temporary Picosin No > 3000 0.020
Total Wetland Impact (acres) - Permanent/Temporary 0.008/0.376
3. List the total acreage (estimated) of all existing wetlands on the property: Annroximatelx
23 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
Page 6 of 12

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 Im act Impact
Length
(linear feet) Area of
Impact
(acres)

Total Stream Impact (by length and acreage)
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_ excavatinn_ dreduinu_ flnnrlinu ~lrainave hnikhParlc Pty.
Open Water
Impact
Site Number

(indicate on ma
Name of Waterbody
(if applicable)

ype of Impact
Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.)
Area of

Impact
(acres)
1 None Fill Man-made Waters of the US 0.053

Total Open Water Impact (acres) 0.053
6. List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Irri act (acres): 0
Wetland hn act (acres): 0.008
O en Water Im act (acres): 0
Total Im act to Waters of the U.S. (acres) 0.053
Total Stream Im act (linear feet): 0
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.
There are no impacts pro osed to isolated waters.
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.
Page 7 of 12

Pond to be created in (check all that apply): ~ uplands ^ stream O wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Excavation with a berm and any other stormwater
requirements. The stormwater pond will be constructed in high ground on the west-
southwestern portion of the property.
Proposed use or purpose of pond (e.g., livestock watering, imgation, aesthetic, trout pond,
local stormwater requirement, etc.): Stormwater
Current land use in the vicinity of the pond: Siviculture and Powerline easement.
Size of watershed draining to pond: Approximately 35 acres
Expected pond surface area: Approximately 60, 000 square feet (1.38 acres]
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.
The applicant has designed this project to avoid the large wetland complex found in the
center of the project site. The proposed project was located on the northern side of the
property to avoid impacts to 404 and isolated wetlands and minimize impacts to aquatic
habitats. The isolated wetland (former borrow pit) has naturalized and is providing cover
and foraging habitat for local reptiles, small mammals. migratory song birds, and
amphibians.
Directional drilling has not been incorporated as part of this project due to the extent and
type of piping that is proposed. The length and number of locations where directional
drilling would occur makes this option cost prohibitive for this project and would result in
greater temporary impacts to jurisdictional wetlands. In order to drill under a wetland.
pits must be constructed on either end of the proposed crossing. The alignment of the
stormwater pipes along the back of the proposed buildings would place these pits in the
jurisdictional wetlands in several locations. In addition. all the flow through these pipes
will be obtained by gravity_(i.e. these lines are gravity fed). Due to the slight changes in
elevation necessary for_gravity delivery in the coastal plain. directional drilling is not an
appropriate method for pipe installation.
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.
Page8of12

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
http://h2o. enr.state.nc. us/ncwetlands/strm gide.html.
1. 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.
In accordance with General Condition #20 of the 2007 Nationwide Permits, no
compensatory mitigation is proposed for the impacts associated with this project. The
permanent impacts are less the 0.10 acre and the corridors where the temporarX
impacts are proposed will not be maintained.
While compensatory mitigation is not required for this project, the applicant would like
to place the remaining on-site wetlands into preservation. The preserved area is
denoted on the attached Master Sheet. The preferred method for preservation is
through Restrictive Covenants. The standard covenant language is proposed (see
attached). A final map and legal covenant document will be completed after the
approval of this plan.
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://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Page 9 of 12

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 ofNon-riparian wetland mitigation requested (acres): N/A.
Amount of Coastal wetland mitigation requested (acres): N/A.
I.
IX.
Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ^ No D
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 ^
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 ^
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify)?
Yes ^ No X If you answered "yes", provide the following information:
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.
* Impact Required
Zone ~ Multiplier
_ (square feet Mit~ion
_ __ _
1 3
i 2 ~ 1.5
Page 10 of 12

Total ~
~_ _ _--_ - --1--_ _ _ ~ ~
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone t .
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
X. Stormwater (required by DWQ)
Describe impervious acreage (both 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 area on the proposed protect site.
The total acreage of the site is 34.9 acres. The proposed development will be almost
entirely impervious and will cover approximately 9.64 acres (420.000 square feed. The
percent impervious area for this development is 27.62%. The calculations are as follows:
(Total impervious area /Total acreage on-site) x 100 =Percent Impervious Area
9.64 / 34.9 x 100 = 27.62%
XI. 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 applicant is proposing to connect to the existing sewer system at Saddlebrook Drive
(please see sheets 2 and 5 of 10 in the project plansZ
II. 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 D
XII. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipateduture impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No ^X
Page 11 of 12

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:
The proposed project is a single and complete residential subdivision. There are no
elements of this development that could be utilized to produce additional impacts in this
area that have not been described above.
XIII. 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).
S
Applicant/~Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

SEG+
Attachment 2. Letter of Agency

CEP-14-2006 10:58 FROM: 70:9104522899 P.1~1
09r13I?006 9251 9184522899
SEGI
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PAGE 62/92
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SEGO
Attachment 3. Impact Maps

IMPACT TABLES FOR EXTON PARK PLANS 0 7 ~ 8 6 3
1 Permanent 0.053
2 Permanent 0.006
3 Permanent 0.002
4 Permanent 0.00002
5 Permanent 0.00004
6 Permanent 0.00009
7 Temporary 0.046
8 Temporary 0.069
9 Temporary 0.006
10 Temporary 0.050
11 Temporary 0.031
12 Temporary 0.003
13 Temporary 0.007
14 Temporary 0.015
15 Temporary 0.010
16 Temporary 0.005
17 Temporary 0.043
18 Temporary 0.009
19 Temporary 0.039
20 Temporary 0.023
21 Temporary 0.020
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Attachment 4. Vicinity Maps (2 scales)

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Attachment 5. Aerial Photograph

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Attachment 6. Copy of Wetland Delineation Package

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www.se~pi.us
Wetland Determination Information Package
Date: 10/04/2006
Project Name: Pumpkin Kiln Branch Tract SEGi Project #: 06-151.01
Owner: Pumpkin Powerline Properties Applicant Penton Properties
C/O Steve Laufer (If different C/O Howard Penton
5677 Cominito Danzarin from Owner): 6435 Shinnwood Rd.
La Jolla, CA 92037 Wilmington, NC 28409
Phone Number: 858.459.2727 910.452.1410
Project Site: 4299 North College Road
ParcellD: R01800-007-001-003
Project Size (Acres): 34.9 Square Feet: 1,520,244
Subdivision Name: N/A
Block and Lot #: N/A
Directions to Site: Follow N. College.Road toward Castle Hayne. (Exit 420 B off I-40 heading west.) After passing
Through the Blue Clay Road intersection the site will be on your left. Look for the powerline ease
Half a mile past Blue Clay Road.
County (No.): New Hanover (65)
Nearest Water Body: Prince George Creek
Watershed: Cape Fear
Lat /Long 34.3259°N / 77.8859°W
USGS Quad Name: Castle Hayne
Wetland Acreage: Linear Footage of Stream:
Attached: Letter of Agency
Vcinity Map (3 scales)
Tax Map and Parcel Information
Topographic Map
Topographic Map on Infrared aerial
Field Sketch
Soils Map
Data Sheets

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DATA FORM ~ ~~ ~
Routine Wetland Determination
(1987 COE Wetlands Determination Manual)
ProjectlSite: Pumpkin Kiln Branch investigator- Jerry Peake
Tract ~ Date: 10/06/06
Southern ~,nvironmcnta) Group, ~nc. County: New Hanover
Project #: 06-151.01 5315 South College Road, Suite E State: NC
I
Wilmington, North Carolina 28412 Latitude: 34.3259 °N
Applicantlowner: Howard Penton 910.452.2711 Longitude: 77.8859 °W
Do normal circumstances exist on the site? ®Yes ^ No Community ID:Upland
Is the site significantly disturbed (atypical situation)? ^Yes ^D No Transect ID: Above Pocosin
Is the area a potential problem area? ^Yes ^D No plot ID: Above A13
(Explain below if needed):
VEGETATION
Dominant Plant Species Stratum _ Indicator Dominant Plant Species Stratum _ Indicator
Gaylussacia fro--dosa _ S FAC _ __ _ _
Ilex~labra S FACW
Pteridiunr aquilir:ruir F FACU
Acer rubruru _ T FAC ~ _ _ _ __
Pinns aluslrrrs ~ T FACU+ _ _
----
Dex~labra S FACW
Percentage of plants that are OBL, FACW, or FAC (excluding FAC-) 67°I°
Remarks:
HYDROLOGY
^ Recorded Data (Describe in Remarks):
^ Stream, lake or tide gage
^ Aerial photographs
^ Other
® No Recorded Data Available.
Field Observations:
Depth of surface water: (in)
Depth to free water in pit: (in)
Depth to saturated soil: (in)
Wetland Hydrology Indicators
Primary Indicators:
^ Inundated
^ Saturated in upper 12"
^ Water marks
^ Drift lines
^ Sediment Deposits
^ Drainage patterns in wetlands
Secondary Indicators
^ Oxidized root channels in upper 12"
^ Water stained leaves
^ Local soil survey data
^ FAC-neutral test
^ Other (explain in remarks
Remarks:

SOILS
Map Unit Name
(Series and Phase) : Torhunta
Taxonomy (Subgroup): Typic Humaquepts
Drainage Class: Very poorly drained
Field observations confirm mapped type?^ Yes ~ No
Profile Descri tion
Depth ~ Matrix color Mottle colors ~ Mottle Texture, concretions,
Sinches _ Horizon (Munsell moist) _ (Munsell moist) ~ _ abundance/contrast __ structure, eta
0-6 10YR 211 Salt and pepper sand.
6-113 10YR 411 sand
__ .. .
Hydric Soli Indicators: (check all that apply)
^ Histosol ^ Mg or Fe Concretions
^ Histic Epipedon ^ Nigh Organic Content in Surface Layer of Sandy Soils
^ Sulfidic Odor ^ Organic Streaking in Sandy Soils
^ Aqulc Moisture Regime ^ Listed on Local Hydric Soils List
^ Reducing Conditions X^ Listed on National Hydric Soils List
^ Gleyed or Low-Chroma matrix ^ Other (explain in remarks)
Remarks: The soil observed was not a mucky type but was a sandy type less the organic content.
Wetland Determination
Hydrophytic vegetation present? ©Yes ^ No
Hydric soils present? ^Yes 0 No
Wetland hydrology present? ^Yes ©No
Is the sampling point
within a wetland?
^Yes ©No
Remarks:
NOTES:

DATA FORM ~ ~~ ~
Routine Wetland Determination
(1987 COE Wetlands Determination Manual)
Project/Site: Pumpkin Kiln Branch Investigator: Jerry Peake
Tract Date: 10/06/06
jout~crn ~nvironmcnta~Cjrou jnc.
P' ~ County: New Hanover
Project #: 06-151.01 5315 South College Road, Suite E State• NC
Wilmington, North Carolina 28412 Latitude• 34.3259 °N
Applicantlowner: Howard Penton
910.452.2711 Longitude: 77.8859 °W
Do normal circumstances exist on the site? ®Yes ^ No Community ID:Wetland
Is the site significantly disturbed (atypical situation)? ^Yes ©No Transect ID: Pocosin
Is the area a potential problem area? ^Yes ^D No
Plot ID: Below A3
(Explain below if needed):
VEGETATION
Dominant Plant Species _ _ Stratum Indicator Dominant Plant S ecies Stratum _ Indicator
Sisilax larrriJolia _ V FACW+
Il_glabra ~_____. _ S FACW _ __
Persea borbor»a T FACW
Li uidan:bar raci ua T _ FAC+ I
Aristida stricla H ~ VAR
- ___._ __~ _ __ . ~ _ __ , _ J _ . -_-- __ _
Percentage of plants that are OBL, FACW, or FAC (excluding FAC-) 100%
Remarks:
HYDROLOGY _ __
^ Recorded Data (Describe in Remarks):
^ Stream, lake or tide gage
^ Aerial photographs
^ Other
® No Recorded Data Available.
Field Observations:
Depth of surface water: (in)
Depth to free water in pit: 15(in)
Depth to saturated soil: 12(in)
Wetland Hydrology Indicators
Primary Indicators:
O Inundated
© Saturated in upper 12"
^ Water marks
^ Drift lines
^ Sediment Deposits
^ Drainage patterns in wetlands
Secondary Indicators
^ Oxidized root channels in upper 12"
® Water stained leaves
^ Local soil survey data
^ FAC-neutral test
^ Other (explain in remarks
Remarks:

- - _
SOILS __ - -- - --- ------ _
Map Unit Name Drainage Class: Very poorly drained
(Series and Phase) : Torhunta mucky fine sand
Taxonomy (Subgroup): Typic Humaquepts Field observations confirm mapped type?^ Yes ®No
Profile Descri lion
Depth Matrlx color Mottle colors Mottle Texture, concretions,
1 inches Horizon {Munsell moist]_ _ (Munsell moist) abundance/contrast structure, etc.
_____- -.
0-12+ 10YR 2J1 _ _ _ __ _ _ ___.- ___ Mucky loam
_ _ __ -i _ _._- _~ ,__ _ _-----_ _-- -__ _ __
Hydric Soil Indicators: {check all that apply)
~ ^ Histosol ^ Mg or Fe Concretions
~ ^ Histic Epipedon ^ High Organic Content in Surtace Layer of Sandy Soils
^ Sulfidic Odor ^ Organic Streaking in Sandy Soils
^ Aquic Moisture Regime ^ Usted on Local Hydric Solis List
^ Reducing Conditions ©Listed on National Hydric Soils List
® Gleyed or Low-Chroma matrix ^ Other (explain in remarks) ~ __
Remarks: _._-- - __ _ _._ - _ _ --
Wetland Determination
®Yes ^ No
© Yes ^ No
©Yes ^ No
Is the sampling point
within a wetland?
~ Yes ^ No
Hydrophytic vegetation present?
Hydric soils present?
Wetland hydrology present?
Remarks:
NOTES: