20110151 Ver 1_401 Application_20110211

THOMAS ENGINEERING, PA
CIVIL ENGINEERING•LAND DEVELOPMENT•PROJECT MANAGEMENT
February 11, 2011
2 0 1 1 0 1 5 1
To: USACE
2407 West Fifth Street
Washington, NC 27889
Attn: William Wescott
FEB ~ ~ ZQ11
DEN~t - Whl'ER QUJ~f7 Y
WETUIl~DS AND STOfiM~'MTER BRANCH
Re: Longleaf Pines -Phase Seven
Wetland Crossing Pre-Construction Notification Application
New Bern, Craven County, North Carolina
2008-001
Dear William,
Please find enclosed for the above referenced project for your review and approval one
(1) copy of the PCN form, one (1) copy of the plans, and one (1) copy of all attachments.
This application is for a Nationwide 29 permit to fill 404 wetlands to for a residential
development roadway crossing. This subdivision changed ownership in 2008 and the
current developer is modifying the layout of the remainder of the undeveloped sections.
Fill is minimized to the extent necessary for the crossing and totals 0.09 ac.
Please review the enclosed documents and let me know if you need any additional
information. If you have any questions or comments, please do not hesitate to call.
Thank you,
~~ ~~G~
Bobby Billingsley, PE
BobbyBillingsley@ThomasEngineeringPA. com
Enclosures
Cc: Ian McMillan, DWQ (w/5 enclosures and check#09764 for $240.00)
401 Howell Road.P.O. Box 1309.New Bern, NC 28563
Phone: [phone].Fax: [phone].Website: ThomasEngineeringPA.com

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DENR -WATER QUALITY
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Office Use Onty:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PC Form
A. A ticant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ^ Section 10 Permit
1b. Specify Nationwide Permit (NWP} number: 29 or Genera! Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ^Yes ®No
1d. Type(s) of approval sought from the DWQ (check all that apply}:
® 401 Water Quality Certification -Regular ^ Non-404 Jurisdictional General Permit
^ 401 Water Quality Certification -Express ^ Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
^ Yes ®No For the record only for Corps Permit:

^Yes ®Na
1 f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ^Yes ®No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below. ®Yes ^ No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ^Yes ®No
2. Project Information
2a. Name of project: Longleaf Pines -Phase VII
2b. County: Craven
2c. Nearest municipality /town: New Bern, NC
2d. Subdivision name: Longleaf Pines
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: LPS Developers, LLC
3b. Deed Book and Page No. Bk 2709, Pg 891
3c. Responsible Party (far LLC if
applicable): Donald G. Lawrence -Member Manager
3d. Street address: 803-A East Main Street
3e. City, state, zip: Havelock, NC 28532
3f. Telephone no.: 252.447-1529
3g. Fax na.: 252.447-3692
3h. Email address: [e-mail]
Page 1 of 10
PCN Form -Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ^ Agent ^ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. AgentlConsultantlnformation (if applicable)
5a. Name: John G. Thomas, PE
5b. Business name
fif applicable): ~
Thomas Engineering, PA
5c. Street address: 401 Howell Road
5d. City, state, zip: New Bern, NC 28562
5e. Telephone no.: 252.637.2727
5f. Fax no.: 252.636.2448
5g. Email address: [e-mail]
Page 2 of 1d
PCN Farm -Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID}: 7-104-9016
1b. Site coordinates (in decimal degrees): Latitude: 35.03 Longitude: - 77.02
(DD.DDDDDD) (-DD.DDDDOD)
1c. Property size: 83.19 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Brice Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: SC;Sw,NSW
2c. River basin: Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Partially developed single family lot subdivison. Area where the wetland crossing is to occur is undeveloped/forested.
3b. List the total estimated acreage of all existing wetlands on the property:
1.40 acres (wetlands} of an 83.19 ac total project
3c. List the total estimated linear feet of all existing streams (intermittent and perennial} on the property:
0
3d. Explain the purpose of the proposed project:
Construction of permanent roadway for residential subdivision development.
3e. Describe the overall project in detail, including the type of equipment to be used:
Construction of streets, water, storm drainage, swales, and sewer systems. Dozers, backhaes, graders, etc. as typ.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property I
^ Yes ®No ®Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type ~ Preliminary ^ Final
of detemnination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known}: C?ther: ;
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for ~ Yes ®No ®Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file' instructions.
6. Future Project Plans
6a. Is this a phased project? ®Yes ^ No
6b. If yes, explain.
Phases One through Six have previously been developed. Project ownership changed. New owner is modifying layout of
final phase of construction.
Page 3 of 10
PCN Form -Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory I
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply}:
® Wetlands ^ Streams • tributaries ^ Buffers
^ Open Waters ^ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question far each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ -non-404, other) (acres)
Tem ora T
W1 ®P ^ T Wetland Fill unknown ®Yes
^ No ®Corps
^DWQ 0.09
W2 ^ P ^ T ^Yes ^ Corps
^ No ^DWQ
W3 ^ P ^ T ^Yes ^ Corps
^ No ^DWQ
W4 ^ P ^ T ^Yes ^ Corps
^ No ^DWQ
W5 ^ P ^ T ^Yes ^ Corps
^ No ^DWQ
W6 ^ P ^ T ^Yes ^ Corps
^ No ^DWQ
2g. Total wetland impacts 0.09
2h. Comments: Wetland fill primarily for roadway, shoulder, slope, and crossing pipe construction.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts} proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number -
Permanent (P) or
' (PER) or
intermittent (corps - 404, 10
DWQ -non-404 stream
width length
(linear
Temporary (T
) (INT)? ,
other) (feet) feet)
S1 ^ P ^ T ^ PER ^ Corps
^ INT ^DWQ
S2 ^ P ^ T ^ PER ^ Corps
^ INT ^DWQ
S3 ^ P ^ T ^ PER ^ Corps
^ INT ^DWQ
S4 ^ P ^ T ^ PER ^ Corps
^ INT ^DWQ
SS ^ P ^ T ^ PER ^ Corps
^ INT ^DWQ
S6 ^ P ^ T ^ PER ^ Corps
^ INT ^DWQ
3h. Total stream and tributary impacts 0
3i. Comments:
Page 4 of 10
PCN Form -Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Tem ora
01 ^P^T
02 ^P^T
03 ^P^T
04 ^P^T
~if. Total open water impacts p
4g. Comments:
5. Pond or Lake Construction
If and or lake construction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.

Pond ID
Proposed use or purpose Wetland Impacts (acres) Stream Impacts (feet) Upland

b (acres)
num
er of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
Sf. Total
0
5g. Comments:
5h. Is a dam high hazard permit required?
^ Yes ^ No tf yes, permit ID no:
Si. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually Eist all buffer impacts
below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a.
^ Neuse ^Tar-Pamlico ^ Other:
Project is in which protected basin? ^ Catawba ^ Randleman
6b. 6c. 6d. 6e. 6f. 6g,
Buffer impact
number -
Permanent (P) or Reason
for
Stream name Buffer
mitigation Zone 1 impact
(square feet) Zone 2 impact
(square feet}
Tem ora T im act re uired?
B1 ^P^T ^Yes
^ No
B2 ^P^T ^Yes
^ No
83 ^P^T ^Yes
^ No
6h. Total buffer impacts 0 p
6i. Comments:
Page 5 of 10
PCN Form -Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Limiting wetland fill footprint to area needed for roadway crossing conveyance only.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Hand clearing and silt fencing in place prior to any fill earthwork in the area.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ^ Yes ®No
2b. If yes, mitigation is required by (check all that applyl: ^DWQ ^ Corps

2c. If yes, which mitigation option will be used for this
project? ^ Mitigation bank
^ payment to in-lieu fee program

^ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) 'Type Quantity
3c. Comments:
4. Complete if Making a Payment to to-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ^ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ^ warm ^ cool ^cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form -Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) -required by DWQ
6a. WII the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ^ Yes ®No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet}
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page ~ of 10
PCN Form -Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified [] Yes ®No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
^Yes ^ No
Comments:
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? 29
2b. Does this project require a Stomtiwater Management Plan? ®Yes ^ No
2c. if this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
High Density Residential -Stormwater by curb inlet, pipes, and swales. Onsite stomtwater wet detention basins.
^ Certified Local Govemment
2e. Who will be responsible for the review of the Stormwater Management Plan? ®DWQ Stormwater Program
^ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? City of New Bem
^ Phase 11
3b. Which of the following locally-implemented stormwater management programs ^ NSW
^ USMP
apply (check all that apply): ^ Water Supply Watershed
® Outer. Stormwater
3c. Has the approved Stormwater Management Plan with proof of approval been ^Yes ~ No
attached?
4. DWQ Stormwater Pro ram Review
® Coastal counties

4a. Which of the fallowing state-implemented stomtwater management programs apply ^ HQW
^ ORW
(check all that apply}: ^ Session Law 2006-246
^ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ^Yes ®No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Pian meet the appropriate requirements? ®Yes ^ No
5b. Have ail of the 401 Unit submittal requirements been met? ®Yes ^ Na
Page 8 of 10
PCN Form -Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement-
1 a. Does the project involve an expenditure of public (federaEtstatetlocal} funds or the ~ Yes ®No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ^ Yes ^ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the abave, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.} ^ Yes ^ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ^ Yes ®No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ^ Yes ®No
2c. If you answered "yes' to one ar both of the abave questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts} result in
i
di ~ Yes ®No
ad
t
onal development, which could impact nearby downstream water quality?
3b. If you answered "yes' to the abave, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ. policy. If you answered "no,° provide a short narrative description.
4. Sewage Disposal (DWQ Requirement}
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge} of wastewater generated from
the proposed project, or available capacity of the subject facility.
Underground sewer systems gravity flow to affsite pump station. Pump station to treatment plant.
Page 4 of 10
PGN Form -Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requitement}
5a. Will this project occur in or near an area with federally protected species or ^ Yes ®No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ^ Yes ®No
impacts?
^ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
^ Asheville
5d. Whai data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement}
6a. Will this project occur in or near an area designated as essential fish habitat? ^ Yes ®Na
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ^ Yes ®No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)? ~
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement}
8a. Will this project occur in aFEMA-designated 1t}0-year floodplain? ^ Yes ®No
Sb. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? Flood Insurance Rate Map - 3720549700)
LPS Developers, LLC ~ 3,+ l
Donald G. Lawrence, Ntanager C~ /
A licant/A ent's Printed Name
pP 9 ApplicantlAgent's Signature
(Agent's signature is valid only it an authorization fetter from the applipnt ate
is provided.)
Page 10 of 10
PCN Form -Version 1.3 December 10, 2008 Version

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Craven County, North Carolina 25
ar: intensive drainage system, including open ditches and
`'crowning" of fields far surface drainage, is needed.
Management problems include subsidence and possible
ground fires after drainage. Subsidence exposes buried
logs and wood, and root raking is needed every tew
Years to permit the use of equipment.
This Dorovan soil is in capability subclass Vllw. The
woodland ordination symbol is 7W.
°. Exq-Exam silt loam, 0 to 2 percent slopes. This
°.-. soil is moderately well drained. It is in slightly convex
areas on uplands near drainageways mainly between
u•S• Highway TO and State Road 1111 several miles
Soufh of New Bern. The areas are irregular in shape and
range from 15 to 100 acres.
~ TYPically the surface layer is grayish brown silt loam 6
~;;' ~hes thick. The subsurface layer is pale brown silt loam
,A' to a depth of 11 inches. The subsoil extends to a depth
of at Peast f30 inches. Pt is brown silt loam in the upper
part. The middle part is yellowish brown silt loam that
has light gray mottles, and the Power part is light gray
silty clay loam and silty clay.
Permeability of the subsoil is moderately slow, and the
available water capacity is high. The soil is very strongly
acid or strongly acid except where lime has been added.
The seasonal high water table is 2 to 3 feet below the
surface.
Included with this soil in mapping are small areas of
Graven and Goldsboro soils. These soils are moderately
well drained, and they occur at random within the map
unit. Also included are some areas of sails that are
somewhat poorfy drained and silty and some areas of
wet soils in depressions. The wet areas are smaller than
4 acres and are shown on the map with a special
F[gure 10.-Native vegetation on Dorovan muck, frequently flooded, Includes water-tolerant hardwoods.

26
symbol. The included soils make up about 10 to 20
percent of this map unit.
This Exum soil is used mainly as woodland. In a few
areas, it is used as pasture or cropland.
The dominant trees on this soil are loblolly pine, water
oak, longleaf pine, southern red oak, yellow-poplar,
sweetgum, red maple, white oak, and blackgum.
Common understory plants are flowering dogwood,
redbay, sweetleaf, sweet pepperbush, soun+vood,
waxmyrtle, American holly, sweetbay, bitter gallberry,
greenbrier, honeysuckle, poison-ivy, Virginia creeper,
blueberry, grape, and Carolina jessamine. There are no
major limitations for woodland use and management.
The major crops on this soil are corn, soybeans,
tobacco, and wheat. Wetness is the main limitation, and
a drainage system that includes file and open ditches
may be needed, especially in areas where tobacco is
grown. Erosion is a hazard near drainageways. Pasture
forages include tall fescue and ladino clover.
Seasonal wetness is the main limitation to use of this
soil as sites for buildings and recreation. Wetness can be
reduced by a drainage system that includes land grading
for surface drainage and by the use of file and open
ditches. Conservation practices need to be used to
control erosion near drainageways at construction sites.
This Exum sot( is in capability subclass Ifw. The
woodland ordination symbol is 9W.
GoA-Goldsboro loamy fine sand, 0 to 2 percent
slopes. This soil is moderately well drained. it is in
slightly convex areas on uplands near drainageways
throughout the county. The areas are irregular in shape
and range from 5 to 300 acres.
Typically, the surface layer is grayish brown foamy fine
sand i0 inches thick. The subsoil extends to a depth of
72 inches. It is brownish yellow fine sandy foam and
sandy clay foam in the upper part. The middle part is
brownish yellow and tight yellowish brown sandy clay
loam that has light brownish gray mottles, and the tower
Part is tight brownish gray sandy clay loam. The
substratum to a depth of 80 inches is light brownish gray
clay loam.
Permeability at the subsoil is moderate, and the
available water capacity is moderate. The soil is very
strongly acid or strongly acid except where time has
been added. The seasonal high water table is 2 to 3 feet
below the surface.
Included with this soil in mapping are smatP areas of
Norfolk, Craven, Exum, Onsfow, and Lynchburg sails.
The Norfolk soils are well drained and are in slightly
higher areas or closer to drainageways than the
Goldsboro soil. The Lynchburg soils are somewhat
poorly drained and are in depressions. The Craven,
Onslow, and Exum soils are moderately wept drained.
Occurring at random within the rna
and some areas of a sot! similar to Goldsboero soiP except
that it has sandy layers 40 to 60 inches below the
Soil Sun
surface. Some areas of wet soils are in depressions.
These areas are smaller than 4 acres and are shown on
the map with a special symbol. The included soils make
up about 15 to 25 percent of this map unit.
This Goldsboro soil is used mainly as cropland. In a
few areas, it is used as pasture or woodland.
The major crops on this soil are corn, tobacco,
soybeans, and wheat. Because of wetness, a drainage
system that includes file and open ditches may be
needed, especially in areas where tobacco is grown.
Pasture forages include tall fescue, ladino clover, and
coastal bermudagrass.
Loblolly pine, longleaf pine, southern red oak, water
oak, white oak, yellow-poplar, sweetgum, red maple, and
blackgum are dominant on this soil. The understory
plants include flowering dogwood, redbay, Virginia
creeper, sweetleaf, sweet e
American hotly, sweetbay, bitteegalberwaxrnyrtle,
honeysuckle, poison-i rY, greenbrier,
jessamine. There are no mlajor Gm ~tafions for ~r,~oodolina
use and management. and
Seasonal wetness is the main limitation to use of this
soil as sites for buildings, sanitary facilities, and
recreation. Wetness can be reduced by a drainage
system that includes land grading for surface drainage
and by the use of file and open ditches.
This Goldsboro soil is in capability subclass Ilw. The `
woodland ordination symbol is 9W,
Gr-Grantham silt loam. This soil is nearly level and
Poorly drained. It is on broad flats and in depressions on
uplands mainly south of New Bern between State Road
1111 and U.S. Highway 70. The areas are irregular in
shape and range from 5 to 600 acres.
Typically, the surface layer is black silt loam 5 inches
thick. The subsurface layer is tight brownish gray silt
loam to a depth of 10 inches. The subsoil is gray sift
loam and silty clay loam to a depth of 72 inches. The
substratum to a depth of 80 inches is gray silty clay
foam.
Permeability of the subsoil is moderately stow. The soil
ranges from extremely acid to strongly acrd except
where lime has been added. The seasonal high water
table is at or near the surtace. Water ponds in
depressions for brief periods except where a drainage
system etas been installed.
Included with this sail in mapping are small areas of
Lynchburg, Pantega, Rains, and Leaf soils. The
Lynchburg soils are somewhat poorly drained and are in
slightly higher areas than the Grantham soil. The
Pantego soils are very poorly drained and are in
depressions. The Rains and Leaf soils are
and occur at random within the map unit. As ooinc~ded d
are a few areas of soils that are somewhat poorly
drained and silty. These soils are in slightly higher areas
than the Grantham sail. The included sails make up
about 10 to 15 percent of this map unit.

Craven County, North Carolina
This Grantham soil is used mainly as woodland. In a
few areas, it is used as pasture or cropland.
The dominant trees on this soil are loblolly pine, pond
pine, red maple, sweetgum, yellow-poplar, blackgum,
water oak, swamp chestnut oak, and willow oak.
Common understory plants are bitter gallberry, large
gallberry, fetterbush, switchcane, sweet pepperbush,
greenbrier, sweetleaf, American holly, blueberry, Virginia
creeper, huckleberry, sweetbay, redbay, waxmyrtle,
honeysuckle, poison-ivy, Virginia chainfern, cinnamon
fern, and Carolina jessamine. Wetness is the main
limitation for woodland use and management. Areas
managed for loblolly pine benefit from ditching and
bedding. Fertilizer is used in many plantations.
Corn, soybeans, and wheat are the major crops on
this soil. Because of wetness, a drainage system that
includes open ditches and land grading for surface
drainage may be needed. Pasture forages include tall
fescue and ladino clover.
Seasonal wetness is a major limitation to the use of
this soil as sites for buildings, sanitary facilities, and
recreation. Moderately slow permeability is also a
limitation. Wetness can be reduced somewhat by an
intensive drainage system that includes land grading far
surface drainage and by open ditches.
This Grantham soil is in capability subclass Vlw
(undrained) and Illw (drained). The woodland ordination
symbol is 9W.
GuA-Goldsboro-Urban land complex, 0 to 2
percent slopes. This complex consists of Goldsboro sot!
and Urban land. A typical mapped area contains about
50 percent Goldsboro soil and 30 to 40 percent Urban
land. The Goldsboro soil is moderately well drained and
is in slightly convex areas on uplands near
drainageways. The Urban land is in the cities of New
Bern and Havelock and a# Cherry Point Marine Corps Air
Station, The areas are irregular in shape and range from
10 to 200 acres.
TYPically, Goldsboro sot! has a grayish brawn loamy
sand surface layer 10 inches thick. The subsoil extends
to a depth of 72 inches. It is brownish yellow tine sandy
loam and sandy clay loam in the upper part. The middle
part is brownish yellow and light yellowish brown sandy
clay loam that has light brownish gray mottles, and the
I~"ef Part is light brownish gray sandy clay loam. The
substratum to a depth of 80 inches is tight brownish gray
°~Y loam.
Permeability in the subsoil is moderate, and the
available water capacity is moderate. This soil is very
strongly acid ar strongly acid except where lime has
been added, The seasonal high water table is 2 to 3 feet
the surtace except in areas that have been
~~an land consists of areas covered with buildings,
~Ys, military facilities, streets, driveways, and
lots
27
Included with this complex in mapping are small areas
of Norfolk, Onslow, Craven, and Lynchburg soils. The
Norfolk soils are well drained and are in slightly higher
areas or closer to drainageways than the Goldsboro soil.
The Lynchburg soils are somewhat poorly drained and
are in depressions. The Craven and Onslow soils are
moderately well drained and occur at random within the
map unit. Also included are small cut and Tilt areas
where the natural soil has been altered or covered.
These areas are commonly adjacent to the Urban land.
The included soils make up about 10 to 20 percent of
this map unit.
drainage systems were installed in most areas of this
complex as building site development progressed. In
undrained areas, seasonal wetness is a limitation for
building site development, sanitary facilities, and
recreation. Wetness can be reduced by a drainage
system that includes land grading for surface drainage
and by the use of rile and open ditches. Onsite
investigation is needed before planning use and
management of specific sites.
This complex has not been assigned to a capability
subclass. There is no woodland ordination symbol for the
soil in this map unit.
Ku6-Kureb sand, 0 to 6 percent slopes. This soil is
excessively drained. It is an ridges on uplands and
stream terraces mostly north of Bridgeton and Cove City.
The areas are irregular in shape and range from 10 to
150 acres.
Typically, the surface layer is gray sand 5 inches thick.
The subsurface layer is light gray uncoated sand to a
depth of 18 inches. The subsoil, to a depth of 35 inches,
is brownish yellow loose sand that has bands and
nodules of dark brown and dark reddish brawn, weakly
cemented sand. The substratum to a depth of 80 inches
is very pate brawn and light gray sand.
Permeability is rapid, and the available water capacity
is very law. The soil ranges from very strongly acid to
neutral. It does not have a water table within a depth pf
6 feet.
Included with this soil in mapping are small areas of
Tarboro, Seabrook, and Leon soils. The Tarboro soils
are somewhat excessively drained and occur at random
within the map unit. The Seabrook soils are moderately
well drained, and the Lean soils are poorly drained.
These soils are in depressions or near the edge of
delineations. The included soils make up about i 0 to 15
percent of this map unit.
The acreage of this Kureb sail is in native plants
adapted to extreme droughtiness and very low fertility.
Longleaf pine is the dominant tree, but some scattered
loblolly pine are also on this sail. The understory plants
include turkey oak, bluejack oak, scrubby post oak,
blackjack oak, and threeawn grass, droughtiness and
very tow fertility are major limitations to the use of this
sat( for commercial woodland.

~.
~..
it .s'
NCDENR
ENVIRCNNQfT AND NALRAL RLIOURCfS
J j ~, ~,~f (DWQ INITIALS)
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NOT EXEMPT
PROJECT # .f~l' 'T ~ ~ 1~p~ COUNTY Gf'a ~-~"- DWQ OFFICE ~~ a~
VERSION: NEUSE ~/ (15A NCAC 2B .0233) TAR-PAMLICO (I5A NCAC 2B .0259)
CATAWBA (15A NCAC 2B .0243) RANDLEMAN {15A NCAC 2B .0250)
OTHER
bn ~ ~d~ ~-- 0 4 a ° •
EXEMPT
(DWQ INTTIALS)
Property Owaer's Name ~'
Phone Number (Home)
Address ~~
City _ ~n/! YYV-~., +~
Project Location (Near~j t State
State
(Business)
Zip
~'~~ WATF9p
~O G
r
>_ `i
~ 'C
i, N rest Water Bod ,etc.) ~~~~ f 1 ~ .
~~ M Q . ~,.Sx r.! I Lr ~~~- 0 7~.f~ 11 i 1 o n .~ u~ .r/dz
As indicated on attached map initialed by staff on ~
Description of Proppsed Pirojegt , ~
NOTICE FOR REQUIREMENT OF COMPLIANCE OF EMC RULES FOR
PROTECTION AND MAINTENANCE OF EXISTING RIPARIAN AREAS
Description of Site
~_. ~~~' I~ c,~rr~`f(Y ~~~..~~ 1,, ~'r~~~' `~-a'r st~ytc.~ J~k~e. ,
Violation noted on site YE`~:~! If yes, a Notice of Violation will be forwarded from the appropriate regionat office.
The sed project which is to be Located and constructed as described above is hereby determined as
XEMPT NOT EXEMPT from compliance of the requirements of the aforementioned rules as it applies to section
!s"f~ OVC ~4-C ~ , a x-'33 .This determination does not alleviate the
necessity of your obtaining any other *State, Federal, or Local authorization.
Property Owaer's/Agent's Signature
DWQ Official's Signa#ure
Date of

*This project may require a Section 404/401 Permit or a CAMA Permit for the proposed activity. Inquiries should be directed to the DWQ Central
Offce at [phone], Washington Of>lce at [phone], Raleigh Office at {919) 57I-4700, Wilmington Offke at [phone], Winston Salem
Office at{(336) 77I-4630, Asheville Office at {828) 251-6208, Fayetteville Office at (910) 485-154], or Mooresviile Office at (704) 663-Ib99.

~..~.~~~..r..
NC~ENR
Ngt~t, GARIXJN,
FHYtRpNMC,IT ANO Nd1Urw Aye g1y~CRy
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
~~~ WaTFR~
,o c.
r
> ~,
o ~
NOTICE FOR REQUIREMENT OF COMPLIANCE OF EMC RULES FOR
n PROTECTION AND MAINTENANCE OF EXISTING RlI'ARIAN AREAS
PROTECT # ~Y ~`~~ ~'-QQ ~ COUNTY ~G~Jr~-
DWQ OFFICE
VERSION: NEUSE ~ (15A NCAC 2B .0233) TAR-PAMLICO (I5A NCAC 2B .0259)
CATAWBA (15A NCAC 2B .0243} RANDLEMAN (15A NCAC 2B .0250)
n~rrx~ts
TD t.-~~po
EXEMPT .1'D L o ~i e 0
(DWQ INITIALS)
Property Owner's Name
Phone Number ~ ~ e)
Address
City ~nJl r+~Pn.s~~
Project
Q -ra G
(Business)
State /f!~-
itate Road, Nearest Water Body tc.~)} ~f
NOT EXEMPT
(DWQ INITIALS)
r}-Doo j
Zip 3$~0 ~
~' 1R ~ 11 o c ~, ~~'1'skl~. s~~~ 1111.
As indica#ed on attached map initialed by staff on " 0
Descriptton. of Prap ed Froject fi
uescrlption of S'
_ '~`ra~`~' ff Guri-a,...~Y D~p~ d~• ~-~! 7ai~ NS~YjG~I`7~ut~t,
Violation noted on site YES~If yes, a Notice of Violation will be forwarded from the appropriate regional offce.
Th osed project which is to be located and constructed as described above is hereby determined as
EXEMP NOT EXEMPT rom ~cf mpi nce oft e r uirements of the aforementioned rules as it applies to section
~'~ '" ~" ~ ~ ` ~~? .This determination does not alleviate the
aecesslty of your obtaining any other *State, Federal, or Local authorization.
Property Owner's/Agent's8ignature
DWQ Official's Siguature
Date of
W~
;This project may require a Section 404/402 Permit or a CAMA Ptrattt for the proposed activity. Inquiries shauid be directed to the DWQ Central
Office at [phone], Washiagtan OflIce at (252} 946-6481, Raleigh Office at (919? 571-4700, Wilmfngtoa Office at (9I0} 395-3900, Winston Salem
Office at ((336) 771-46311, Ashtvllle Office at (828} 25I-6208, Fayetteville OfTice st (910) 48b-1541, or Mooresville OfTue at (704} 663-1b49.

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