SW7090814_HISTORICAL FILE_20210525

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW Y
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
BRIAN WRENN
Director
DDJ Investments, LLC
Attention: Dale Cross, Manager
203 Brookview Drive
Jacksonville, NC 28540
Dear Mr. Cross:
NORTH CAROLINA
Environmental Quality
May 25, 2021
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7090814
Jimmies Creek Maxi Storage
Craven County
WAt.00
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7090814 for a stormwater treatment system consisting of a wet
detention pond serving Jimmies Creek Maxi Storage located near 502 Slaughterhouse
Road, New Bern, NC expires on December 30, 2021. This is a reminder that permit
renewal applications are due 180 days prior to expiration. We do not have a record of
receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Permit application forms for renewal can be found on our website at:
https://deq.nc.gov/about/divisions/energy-m ineral-and-land-
resources/stormwater/stormwater-program/post-construction-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit.
If you have questions, please feel free to contact me at [phone]. 1 will be glad tc
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
rooer.thoroe(a)ncdenr.00v.
Sincerely,
M r,V �_0R
Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
rvonm cerr�uN>
252.946.6481

NCDENR
North Carolina Department of Environment and
Beverly Eaves Perdue
Governor
Division of Water Quality
Coleen H. Sullins
Director
WA:RQ
Natural Resources
Dee Freeman
Mr. Dale Cross, Managing Partner
DDJ Investments, LLC
203 Brookview Drive
Jacksonville, NC 28540
Subject: Stormwater Permit No. SW7090814
Jimmies Creek Maxi -Storage
High Density Commercial Wet Pond Project
Craven County
Dear Mr. Cross:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Jimmies Creek Maxi -Storage on December 2, 2009. Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We
are forwarding Permit No. SW7090814 dated December 4, 2009, for the construction of the
subject project.
This permit shall be effective from the date of issuance until December 4, 2019, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
inc tly,
Regional Supervisor
Surface Water Protection Section
AH/ sd: S:\WQS\STORMWATER\PERMIT\SW7090814
cc: Bobby Billingsley, Thomas Engineering, PA
Graven County Building Inspections
,/Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet: i"",co aterquainv.o,
943 Washington Square Mall . Phone: [phone]�TOne 7
Washington, NC 27889 FAX [phone] i orthCarollftt�t.
An Equal Opponunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper ;Vat/ral4il

State Stormwater Management Systems
Permit No. SW7090814
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
DDJ Investments, LLC
Jimmies Creek Maxi -Storage
Craven County
FOR THE
construction, operation and maintenance of one wet detention pond in compliance with
the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to
as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until December 4, 2019, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 148,927 square feet of impervious area.
The tract will be limited to the amount of built -upon area indicated in Section I. of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7090814
a. Drainage Area, acres:
b. Total Impervious Surfaces, ftz:
C. Design Storm, inches:
d. Pond Depth - average, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMS�:
g. Permanent Pool Surface Arei, ft
h. Permitted Storage Volume, ft :
i. Temporary Storage Elevation, FMSL:
j. Predevelopment 1 year 24 hour:
k. Post development 1 year 24 hour:
I. Controlling Orifice:
M. Permitted Forebay Volume, ft3:
n. Fountain Horsepower, HP
o. Receiving Stream/River Basin:
P. Stream Index Number:
q. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
5.40
148,927
1.5
3.5
90%
16.50
15,412
19,403 at temporary pool el
17.50
2.59 ft3/s
6.06 ft3/s
2.50"0 pipe
10,437
1/6 HP
Wilson Creek/Neuse River basin
27-101-37
"C, Sw; NSW"
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
6. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
7. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7090814
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 1/6 horsepower.
8. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
10. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
11. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
13. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
14. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7090814
Division. The approval of this request will be considered on its merits and may or
may not be approved.
The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 21-1.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until December 4, 2019.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 4th day of December, 2009.
INA ENVIRONMENTAL MANAGEMENT COMMISSION
/L�AapLyl' for
en . Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7090814
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7090814
Jimmies Creek Maxi -Storage
Stormwater Permit No. SW7090814
Craven County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7090814
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Craven County Building Inspections
Page 7 of 7

North Carolina Secretary of State
Page 1 of 1
Account Login Register
North Carolina
Elaine F. Marshall DEPARTMENTOF THE
Secretary SECRETARY CF STATE
PO &a 2%22 Raleigh, NC 27"-0622 [phone]
Date: 6/4/2014
Click here to:
View Document Filings i File an Annual Report i
J Print a Pre -populated Annual Report Fillable PDF Form i Amend A Previous Annual Report i
Corporation Names
Name
Name Type
NC DDJ INVESTMENTS, LLC
LEGAL
Limited Liability Company Information
SOSID:
0732445
Status:
Current -Active
Effective Date:
6/29/2004
Citizenship:
DOMESTIC
State of Inc.:
NC
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
CROSS, DALE J
Office Address:
203 BROOKVIEW DRIVE
JACKSONVILLE NC 28540
Mailing Address:
203 BROOKVIEW DRIVE
JACKSONVILLE NC 28540
Principal Office
,
Office Address:
203 BROOKVIEW DRIVE
JACKSONVILLE NC 28540
Mailing Address: 203 BROOKVIEW DRIVE
JACKSONVILLE NC 28540
Officers/Company Officials
Title: MANAGER
Name: DALE JCROSS
Business Address: 203 BROOKVIEW DRIVE
JACKSONVILLE NC 28540
Title: MEMBER
Name: R JOSEPH MCLAUGHLIN
Business Address: 1914 DR M L KING JR BLVD
NEW BERN NC 28560
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
3264
https://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=6487336 6/4/2014

North Carolina Secretary of State
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pi temld=6...
Elaine F. Marshall
Secretary
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Date: 8/27/2009
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Corporation Names
Name Name Type
NC DDJ Legal
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LLC
Limited Liability Company Information
SOSID: 0732445
Status: Current -Active
Date Formed: 6/29/2004
Citizenship: Domestic
State of Inc.: NC
Registered Agent
Agent Name: WASLAW, LLC
Registered 1001 College Court
Office Address: New Bern NC 28562
Registered
Post Office Box 867
Mailing
New Bern NC
Address:
28563-0867
Principal Office
203 Brookview Drive
Address:
Jacksonville NC 28540
Principal
203 Brookview Drive
Mailing
Jacksonville NC 28540
Address:
I oft 8/27/2009 10:53 AM

lJJCD �
DWQ USE ONLY
Date Received
Fee Paid
Permit Number
AUG 2 1 z1JU
1
1 Svi rmcf /)R 1 H
j1iV -V ai State of North Carolina sw,�� $/a'r/d9
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This farm may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Dale Cross - Managing Partner
3. Mailing Address for person listed in item 2 above:
203 Brookview Drive
City:Jacksonville State:NC Zip:28540
Phone: (252 ) 514-0461 Fax: (252 ) 514-2254
Email: dcrosschm atahoo.com
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Jimmies Creek Maxi -Storage
5. Location of Project (street address):
Near 502 Slaughterhouse Road
City:New Bern County:Craven Zip:28562
6. Directions to project (from nearest major intersection):
From the intersection of HWY 17 South and Jimmies Creek Road (SR 1219) in New Bern, go 1100 ft North on
SR 1219 (besides Honda dealership). Turn left onto driveway. Project is just ahead past GHC Construction.
7. Latitude:35° 05' 57" N Longitude:77° 06' 46" W of project
8. Contact person who can answer questions about the project:
Name:Bobby Billingsley, PE Telephone Number: (252 ) 637-2727
Email:[e-mail]
II. PERMIT INFORMATION
1. Specify whether project is (check one): ®New []Renewal ❑Modification
Form SWU-101 Version 09.25.08 Page 1 of 4z'l

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit numbern/a and its issue date (if known)n/a
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control; 0404/401 Permit ❑NPDES Industrial
Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Sheet flow over provosed impervious drives to grass -lined swales. Swales to stormwater pipes. Pipes to storm
wet detention basin forebay. Pond outlets into existing ditch.
2. Stormwater runoff from this project drains to the Neuse River basin.
3. Total Property Area: 5.72 acres 4. Total Coastal Wetlands Area: 0.32 acres
5. Total Property Area (3) - Total Coastal Wetlands Area (4) = Total Project Area**:5.4 acres
6. (Total Impervious Area / Total Project Area) X 100 = Project Built Upon Area (BUA):63.3
7. How many drainage areas does the project have?1
8. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, complete the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Wilson Creek 1/
Stream Class & Index No.
C; Sw; NSW 27-101-37
Total Drainage Area (so
249,318
On -site Drainage Area (so
249,318
Off -site Drainage Area (so
0
Existing Impervious* Area (so
0
Proposed Impervious*Area (so
148,927
% Impervious* Area (total)
54.5%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
63,000
On -site Streets (so
85,927
On -site Parking (so
(included in above)
On -site Sidewalks (so
0
Other on -site (so
0
Off -site (sf)
0
Total (so:
148,927
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 09.25.08 Page 2 of

**Total project area shall be calculated to exclude Coastal Wetlands from use when calculating the built upon area
percentage calculation. This is the area used to calculate overall percent project built upon area (BUA).
9. How was the off -site impervious area listed above
Projects in Union County: Contact the DWQ Central Office staff to check to see if you project is located
within a Threatened & Endangered Species watershed that may be subject to more stringent stormwater
requirements.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following property restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
Forms can be downloaded from htto://h2o.enr.state.nc.us/su/bml2 forms.htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
a/q ' #J6 $'a640-Cl o'�
By your signature below, you certify that the recorded property restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding on
all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the NC DWQ and that they will be recorded prior to
the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater Permitting Unit at [phone] for the status and
availability of these forms. Forms can be downloaded from http://h2o.enr.state.ne.us/suibmi2forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Form SW401-Cistern
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Cistern Supplement
Form SWU-101 Version 09.25.08 Page 3 of 4

„`VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at http://h2o.enr.state.nc.us/su/msi maps.htm)
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
Initials
R�
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
N i%
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
QC.CI
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
RC Q
payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soils report
N 9
• Two copies of plans and specifications (sealed, signed & dated), including:
✓Development/Project name
✓Engineer and firm
✓- Legend
✓- North arrow
✓- Scale
✓ Revision number & date
rIA- Mean high water line
Dimensioned property/ project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
✓- Details of roads, drainage features, collection systems, and stormwater control
measures
w- Wetlands delineated, or a note on plans that none exist
✓Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
✓- Drainage areas delineated
0/-'- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf (such as additional information requests), please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm):Thomas Engineering, PA
Mailing Address:PO Box 1309
City:New Bern State:NC Zip:28563
Phone: [phone] Fax: [phone]
Email:[e-mail]
VIII.APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Dale Cross
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000.
Date: fi �7 01
Form SWU-101 Version 09.25.08 Page 4 of

Permit No.
(b be pmv.Hed by DWQ)
HCDENR
Project name
Contact person
Phone number
Date
Drainage area number
o�0F W A rFq
y ,
STORMWATER MANAGEMENT PERMIT APPLICATION FORM .Q t
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
Jimmies Creek Maxi-Storace
II.111DESIGNIINFORMAT ION
Site Characteristics
Drainage area 235,304 {�
Impervious area, post -development 148,927 ft2
%impervious 63.29 %
Design rainfall depth 1.5 in
Storage Volume: Non-SAWater;
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the 1 yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
PrelPost 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanoul, lop elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
1
17,354 ft3 Insufficient required volume.
19,403 ft3
OK, volume provided is equal to or in excess of volume required.
ft3
ft3
ft3
0 ft3
ft3
N (Y or N)
3.7 in
0.20 (unidess)
0.63 (unilless)
7.00 iNhr OK
2.59 f Isec
6.06 ft3/sec
3.47 ft3/sec
17.50 fmsl
16.50 fmsl
16.00 fmsl
17.00 fmsl
16.00 fmsl Data not needed for calculation option k1, but OK if provided.
10.00 fmsl
8.50 fmsl Data not needed for calculation option tt1, but OK if provided.
1.50 It
n (Y or N)
fmsl
Form SW401-Wet Detention Basin-Rev.6-2/20/09 Pans I. a II. Design Summary, Page 1 of 2

Permit
Im be provided by DINO)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, Ap _x,
Area, bottom of 10ft vegetated shelf, Am, v,en
Area, sediment cleanout, top elevation (bottom of pond), Abya a
Volumes
21,790 ft?
14,824 file
6.30 (unitless)
15,412 ft' �OK
11,111 ft' ✓
3,663 e
Volume, temporary pool 19,403 Its
Volume, permanent pool, VP—. 50,953 ft'
Volume, forebay (sum of forebays if more than one forebay) 10,437 ft'
Forebay % of permanent pool volume 20.5% %
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-21b)
Volume, permanent pool, V., ,
Area provided, permanent pool, Ap,e,y
Average depth calculated
Average depth used in SA/DA, d,,, (Round to nearest 0.511)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, A._,s
Area, bottom of 10ft vegetated shelf, Aw_,ti y
Area, sediment cleanout, top elevation (bottom of pond), Awl
OR
OK
90 % V
Y (Y or N)
N (Y or N)
6.30 (unitless)
Y (Y or N)
50,953 ft'
15,412 ft`
3.31 ft
3.5 it
N (Y or N)
ft`
ft`
ft2
'Depth' (distance blw bottom of 1 Oft shelf and top of sediment) ft
Average depth calculated It
Average depth used in SAIDA, it., (Round to nearest 0.5ft) If
Drawdowr Calculations
Drawdown through orifice?
Diameter of onfce (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (CD)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (Ca.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge onflce or weir)
Storage volume drewdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate buildcut?
Drain mechanism for maintenance or emergencies
Y (Y or N)
2.50 in
in
0.60 (unitless)
1.00 ft
N (Y or N)
(unitless)
(unitless)
It
It
2.59 ft'/sec
ft'Isec
0.03 ft'Isec
3.00 days
3 :1
10 :1
10.0 it
OK
OK
Check calculation.
OK
Insufficient pre -development peak flow. 7
OK, draws down in 2-5 days.
Drawdown time varvinq from expected value by more than a half day.
OK
OK
OK
4:1
OK
4.0 :1
OK
Y (Y or N)
OK
1.0 ft
OK
Y (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
Mechanical Pumps
Form SW401-Wet Detention Basin-Revb220/09 Parts I. a II. Design Summary. Page 2 of 2

North Carolina
Beverly Eaves Perdue
Governor
Mr. Dale Cross
DDJ Investments, LLC
203 Brookview Drive
Jacksonville, NC 28540
Dear Mr. Cross:
4
�r
NCDENR
Department of Environment and
Division of Water Quality
Coleen H. Sullins
Director
October 2, 2009
Natural Resources
Dee Freeman
tpx �
lz�fp0c>
Subject: Stormwater Review SW709U8_
Jimmies Creek Maxi - Storage
Craven County
This office received a Coastal Stormwater permit application and plans for the subject
project on August 21, 2009. A preliminary review of your project indicates that before. a State
Stormwater permit can be issued the following additional information is needed:
0060 1. Provide a copy of field verified soils report, containing information about Seasonal
P( High Water Table as well as a map of boring locations. Please be reminded that the
Permanent Pool elevation should be at or above the Seasonal High Water Table
elevation to ensure that the necessary volume will be available above the permanent
pool.
2. Provide more detailed vegetation plan for proposed wet detention basin. Reference
the sections 6 and 10 of the BMP Manual for more information.
%#,t 3. According to the Stormwater Rules and the BMP Manual, Wet Detention Ponds
(tv`��iD tp designed for 85% TSS removal are required to discharge through a 30 foot
vegetated filter to minimize erosion and provide additional pollutant removal. The
/�r',tf0 Level Spreader or other engineered device is required to ensure even, non -erosive �,
distribution of flow through the vegetative filter for the 10 year storm. As proposed
p'�, your project does not have a vegetative filter. Please be reminded that the swale as
well as any part of the wet detention pond, cannot be used in lieu of the vegetative
filter
U►L 4. Provide two copies of signed and sealed revised sheets and requested documents.
The above requested information must be received in this office prior to November 2,
2009 or your application will be returned as incomplete. The return of this project will
necessitate resubmittal of all required items including the application fee. If you need additional
time to submit the required information, please mail or fax your request for time extension to me
at the Letterhead address and include the application number on the request. The request must
include justification for the amount of additional time needed. The request will only be granted
for justifiable delays that are unforeseen and beyond the owner or consultant's control.
North Carolina Division of Water Quality Internet www. ncwatcrgnnlyv^org
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled110% Post Consumer Paper
NorthCarolina
Naturally

Page 2 of 2
You should also be aware that the Stormwater Rules require that the permit be issued
prior to any development activity. Construction without a permit is a violation of 15A NCAC
21-1.1000 and North Carolina General Statute 143-215.1 and may result in civil penalties of up to
$25,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you
have questions, please feel free to contact me at [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: Washington Regional Office
✓Bobby'Billingsley, Thomas Engineering, PA

THOMAS ENGINEERING, PA
CIVIL ENGINEERING•LAND DEVELOPMRNT•PROJECT MANAGEMENT
US MAIL
To: NCDENR
Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Attn: Al Hodge
Re: State Stormwater Management Permit Application
Jimmies Creek Maxi -Storage
New Bern, Craven County, North Carolina
2009-006
Dear Al,
August 20, 2009
AUG 2 12009
Please find enclosed the State Stormwater permit application for the above referenced
project. Enclosed items include an (1) original and one (1) copy of the application form,
two (2) wet detention supplements, two (2) wet detention operation & maintenance
agreements, two (2) copies of the Engineering plans and reports, and one (1) check for
$505.00 (Check No.9081) for the application processing fee.
This project is site grading, improvements, and stormwater installation to serve several
large storage unit facilities. Total disturbed area is rounded up to 6 acres. Exterior
swales, silt fence, and check dams will primarily be used to control offsite discharge
during construction. Post construction stormwater will travel through the proposed
stormwater pond and outlet into the adjacent ditch.
Please review and let me know if you have any questions, concerns, or need additional
information.
Thank you, /
Bobby Billingsley, PE
[e-mail]
Enclosures
309 Metca7J(Street.P.0. Box 1309.New Bern, NC 28563
Phone: [phone].F=: [phone].Website: ThomasEngineeringPA.com

THOMAS ENGINEERING, PA
CIVIL ENGINMERING•LAND DEVELOPMENT•PROJECT MANAGEMENT
US MAIL
To: NCDENR
Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Attn: Samir Dumpor
Environmental Engineer
Re: Jimmies Creek Maxi -Storage — SW7090814
New Bern, Craven County, North Carolina
2009-006
Dear Samir,
December 1, 2009
Please find enclosed your comment letter dated November 20, 2009 along with two (2) copies of
revised plans, reports, and documents. With regards to your comments, I offer the following:
1) Two copies of the revised supplement are attached. To my knowledge, all numbers are
consistent.
2) See revised sheet 6 for vegetative plan detail and notes.
3) Two copies of any revised plan sheets and report pages are included.
This should complete the information needed for the permit. Please review and let me know if
you have any question, concerns, or need additional information.
Thank you,
AeAgy
Bobby Billingsley, PE
BobbyB ill [e-mail]
Enclosures
401 Howell Road.P.0. Box 1309.New Bern, NC 28563
Phone: [phone].F=: [phone].Website: ThomasEngineeringPA.com
GEC 0 2 2009

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor
Mr. D:no
le Cr s�
DDJ Iv ments, LLC
203 0 view Drive
J sonvllle, NC 28540
Dear Mr. Cross:
Director
November 20, 2009
Subject: Stormwater Review SW7090814
Jimmies Creek Maxi - Storage
Craven County
This office received a Coastal Stormwater permit application and plans for the subject
project on August 21, 2009 and additional information on November 2, 2009. A preliminary
review of your project indicates that before a State Stormwater permit can be issued the
following additional information is needed:
1. The Wet Detention Supplement has to be updated to reflect the change to 90% TSS
removal pond. Please revise the design TSS removal number, SA/DA ration,
required and provided Surface Area as well as provided storage volume. The
numbers for Volumes and Areas in Section G table of the Engineering Report do not
match the numbers in Wet Detention Pond Computations sections of the Engineering
Report
2. In our Additional Information request of October 2, 2009 we asked for more detailed
vegetation plan for proposed wet detention basin, referencing the sections 6 and 10
of the BMP Manual for more information. In Additional information submitted to us by
your Engineer on November 2, 2009, the vegetation plan detail shown on plans in
insufficient. More information is needed to specify plants name, common names,
container sizes, quantity, appropriate planting season, source of the plant material
and soil media specs.
3. Provide two copies of signed and sealed revised sheets and requested documents.
The above requested information must be received in this office prior December 20,
2009 or your application will be returned as incomplete. The return of this project will
necessitate resubmittal of all required items including the application fee. If you need additional
time to submit the required information, please mail or fax your request for time extension to me
at the Letterhead address and include the application number on the request. The request must
include justification for the amount of additional time needed. The request will only be granted
for justifiable delays that are unforeseen and beyond the owner or consultant's control.
North Carolina Division of Water Quality Internet: www.ncwnterquality.org
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
None
rthCarolina
Naturally

Page 2 of 2
You should also be aware that the Stormwater Rules require that the permit be issued
prior to any development activity. Construction without a permit is a violation of 15A NCAC
2H.1000 and North Carolina General Statute 143-215.1 and may result in civil penalties of up to
$25,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you
have questions, please feel free to contact me at [phone].
Sincerely,
Samir Dumper, PE
Environmental Engineer
Washington Regional Office
cc: V/Washington Regional Office
Bobby Billingsley, Thomas Engineering, PA

North Carolina
Beverly Eaves Perdue
Governor
Mr. Dale Cross
DDJ Investments, LLC
203 Brookview Drive
Japksonville, NC 28540
Dear Mr. Cross:
WJ
RIOENR
Department of Environment
Division of Water Quality
Coleen H. Sullins
Director
October 2, 2009
and Natural Resources
Dee Freeman
Subject: Stormwater Review SW7090814
Jimmies Creek Maxi - Storage
Craven County
This office received a Coastal Stormwater permit application and plans for the subject
project on August 21, 2009. A preliminary review of your project indicates that before a State
Stormwater permit can be issued the following additional information is needed:
1. Provide a copy of field verified soils report, containing information about Seasonal
High Water Table as well as a map of boring locations. Please be reminded that the
Permanent Pool elevation should beat or above the Seasonal High Water Table
elevation to ensure that the necessary volume will be available above the permanent
pool.
2. Provide more detailed vegetation plan for proposed wet detention basin. Reference
the sections 6 and 10 of the BMP Manual for more information.
3. According to the Storrrmater Rules and the BMP Manual, Wet Detention Ponds
designed for 85% TSS removal are required to discharge through a 30 foot
vegetated filter to minimize erosion and provide additional pollutant removal. The
Level Spreader or other engineered device is required to ensure even, non -erosive
distribution of flow through the vegetative filter for the 10 year storm. As proposed
your project does not have a vegetative filter. Please be reminded that the swale as
well as any part of the wet detention pond, cannot be used in lieu of the vegetative
filter
4. Provide two copies of signed and sealed revised sheets and requested documents.
The above requested information must be received in this office prior to November 2,
2009 or your application will be returned as incomplete. The return of this project will
necessitate resubmittal of all required items including the application fee. If you need additional
time to submit the required information, please mail or fax your request for time extension to me
at the Letterhead address and include the application number on the request. The request must
include justification for the amount of additional time needed. The request will only be granted
for justifiable delays that are unforeseen and beyond the owner or consultant's control.
North Carolina Division of Water Quality Internet: +r+v+r.no+vntcrqualily,�g
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NorthCarolina
An Equal Opportunity/AKnnative Action Employer— 50%Recycledll0% Post Consumer Paper JVatumlly

Page 2 of 2
You should also be aware that the Stormwater Rules require that the permit be issued
prior to any development activity. Construction without a permit is a violation of 15A NCAC
21-1.1000 and North Carolina General Statute 143-215.1 and may result in civil penalties of up to
$25,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you
have questions, please feel free to contact me at [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: VWashington Regional Office
Bobby Billingsley, Thomas Engineering, PA

THOMAS ENGINEERING, PA
CIVIL ENGINEERINGeLAND DEVELOPM =TePROJECT MANAGEMENT
US MAIL October 30, 2009
To: NCDENR
Division of Water Quality
943 Washington Square Mall NOV 0 2 2009
Washington, NC 27889
Attn: Samir Dumpor 1_)iy lv"(IAWAR� j
Environmental Engineer
Re: Jimmies Creek Maxi -Storage — SW7090814
New Bern, Craven County, North Carolina
2009-006
Dear Samir,
Please find enclosed your comment letter dated October 2, 2009 along with two (2) copies of
revised plans, reports, and documents. With regards to your comments, I offer the following:
1) Please see the enclosed Soil Evaluation for Stormwater Facility Design dated October 29,
2009. We have been monitoring the site for several weeks and feel confident that the
permanent pool elevation as represented in the revised plans will be at or above the
SHWT. Additionally please note that since we have raised grades on the entire site by I'
during this revision, due to adjacent property grades and tie-ins.
2 ee sheet 6 for vegetative plan detail. This is the first time we have been asked to
rovide this detail.
�-3}— he pond was actually designed conservatively enough before to accommodate using the
0%table (Table 10-3), however we don't feel we should be held to this requirement (3
swales outside the pond and one inside the pond, all much greater than 30'). Because the
pond was designed large enough before, only trivial numbers in the Engieering Report
have been updated.
4) All documents as needed are enclosed.
Please review and let me know if you have any question, concerns, or need additional
information.
Thank you,
Bgay "
Bobby Billingsley, PE
[e-mail]
Enclosures
401 Howell Road.P.0. Box 1309.New Bern, NC 28563
Phone: [phone].Fax:[phone].Websiie:ThomasEngineeringPA.com

THOMAS ENGINEERING, PA
CIVIL ENGINEERING•I.AND DRVELOPMENT•PROJECT MANAGEMENT
REC,.e0 za,,EG,
October 29, 2009
NOV 0 2 2009
Re: Soil Evaluation for Stormwater Facility Design
r e
Jimmies Creek Maxi Storage kllh li ,}-arUt'AR10
New Bern, NC
On October 8, 2009, a hand augured soil boring was made by me to a depth of 60 inches
below ground level (19.88 ft) in natural soils in close proximity to the proposed
stormwater wet detention pond for the referenced project for the purpose of determining
the seasonal high water table. This information is needed for the design of the permanent
pool level elevation of the proposed stormwater wet detention pond for this project. The
soil type encounter was Autryville loamy sand, which is a well drained soil. This soil
type also coincides with the mapped soil for this area as shown in the "Soil Survey of
Craven County, North Carolina" as prepared by the US Department of Agriculture -Soil
Conservation Service. Typically this soil does not have a water table within five (5) feet
of the ground surface. Evidence of slight mottles that have chroma of 1 or 2 were
encountered at 48 inches (15.88 ft) below the ground surface. The bore hole was left open
and several trips back to the site have found no water evident in the bore hole. Therefore
for the purpose of this application, we find that the seasonal high water table is at or
below elevation 15.88 ft.
Attached hereto is a copy of the soil map that shows the target area with soil descriptions
as found in the "Soil Survey of Craven County, North Carolina" as prepared by the US
Department of Agriculture -Soil Conservation Service.
Thi
Thomas, PE.
401 Howe![ Road.P.0. Box 1309.New Bern, NC 28563
Phone: [phone].F=: [phone].Website: ThomasEngineeringPAxom

16
pepperbush, waxmyrtle, American holly, Virginia creeper,
honeysuckle, sweetbay, bitter gallberry, blueberry,
greenbrier, switchcane, poison -ivy, and Carolina
jessamine. There are no major limitations for woodland
use and management.
Seasonal wetness and rare flooding of low-lying areas
limit the 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 tile and open ditches. The
hazard of flooding should be determined before planning
the use and management of specific sites.
This Augusta soil is in capability subclass lllw. The
woodland ordination symbol is 9W.
Ap—Arapahoe fine sandy loam. This soil is nearly
level and very poorly drained. It is on broad flats and in
depressions on stream terraces along the Neuse River,
Trent River, and the larger creeks in the southeastern,
central, and northwestern parts of the county. The areas
are irregular in shape and range from 5 to 500 acres.
Typically, the surface layer is black fine sandy loam i
inches thick. The subsoil is dark grayish brown and
grayish brown fine sandy loam to a depth of 41 inches.
The substratum to a depth of 80 inches is gray fine
sandy loam and loamy sand.
Permeability is moderately rapid. The surface layer,
subsoil, and the upper part of the substratum range from
extremely acid to strongly acid except where time has
been added. The lower part of the substratum ranges
from medium acid to mildly alkaline. The seasonal high
water table is at or near the surface. The soil in
depressions is subject to frequent ponding for brief to
long periods unless a drainage system has been
installed. This soil is subject to rare flooding.
Included with this soil in mapping are small areas of
the Deloss, Murville, Ponzer, Tomotley, and Leon soils.
The Deloss and Murville soils are very poorly drained
and occur at random within the map unit. The Ponzer
soils are very poorly drained and are in depressions. The
Tomotley and Leon soils are poorly drained and are in
slightly higher areas than the Arapahoe soil. The
included soils make up about 10 to 20 percent of this
map unit.
Most of the acreage of this Arapahoe soil is native
woodland. Small acreages are used as cropland.
The dominant trees on this soil are lobloliy pine,
sweetgum, biackgum, yellow -poplar, swamp chestnut
oak, red maple, willow oak, water oak, pond pine, and
baldcypress. The understory plants include redbay,
sweetbay, American holly, bitter gallberry, large gallberry
fetterbush, sweet pepperbush, switchcane, waxmyrtie,
blueberry, huckleberry, ttf, honeysuckle, Virginia
chainfern, grape, Virginia creeper, cinnamon fern,
poison -ivy, and greenbrier. Trees grow well on this soil,
however, wetness is a limitation to commercial woodland
management. Areas managed for loblolly pine are
Soil Survey
ditched and bedded. Fertilizer is also used in some
plantations.
This soil has been intensively drained in cultivated
areas and is used for corn, soybeans, and wheat.
Drainage systems include open ditches and tile. The
sandy substratum causes ditchbank caving and makes
ditch maintenance difficult. Suitable outlets are not
available for drainage of some low-lying areas. Land
grading improves surface drainage by eliminating
depressions in which water ponds.
This soil generally is not used as sites for buildings,
sanitary facilities, or recreation because of wetness,
ponding, and rare flooding.
This Arapahoe soil is in capability subclass Viw
(undrained) and Illw (drained). The woodland ordination
Cymbol is 10W.
u8—Autryviile loamy sand, 0 to 6 percent slopes.
This soil is well drained. It is on gently undulating ridges
on uplands near large drainageways mainly along the
Trent and Neuse Rivers. The areas are irregular in shape
6 and range from 5 to 500 acres.
Typically, the surface layer is grayish brown loamy
sand 5 inches thick. The subsurface layer is light
yellowish brown loamy sand to a depth of 29 inches. The
subsoil to a depth of 37 inches is yellowish brown sandy
loam. The next layer is very pale brown sand. Below
that, the subsoil is brownish yellow sandy loam and
loamy sand to a depth of 69 inches. The substratum to a
depth of 80 inches is yellow sand and brownish yellow
loamy sand.
Permeability of the subsoil is moderately rapid, and the
available water capacity is low. The soil is very strongly
acid or strongly acid except where lime has been added.
It does not have a water table within a depth of 5 feet.
Wind erosion is a hazard in areas not protected by plant
cover.
Included with this soil in mapping are small areas of
Norfolk and Goldsboro soils. The Norfolk soils are well
drained and occur at random within the map unit. The
Goldsboro soils are moderately well drained and are in
slightly lower areas than the Autryville soil. 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 10 to 15
percent of this map unit.
This Autryville soil is mainly used as woodland. In a
few areas, it is used as pasture or cropland.
Loblolly pine, longleaf pine, southern red oak,
Shumard oak, hickory, red maple, sweetgum, white oak,
and post oak are dominant on this soil. The understory
plants include flowering dogwood, sourwood, turkey oak,
blueberry, Virginia creeper, bitter gallberry, waxmyrtfe,
sassafras, grape, sweetbay, redbay, American
beautyberry, threeawn grass, and poison -ivy. The main
limitation for woodland use and management is
droughtiness.

Craven County, North Carolina
The main crops on this soil are corn, tobacco,
soybeans, and wheat. Leaching of plant nutrients and
droughtiness are the main limitations, and wind erosion
is a hazard. Blowing sand can damage young plants.
Conservation practices are needed to help conserve soil
and water. Coastal bermudagrass is the common pasture
forage.
This soil has no major limitations for building site
development. Seepage is the main limitation for sanitary
facilities, and the sandy surface layer is a limitation for
recreation uses.
This Autryville soil is in capability subclass [is. The
woodland ordination symbol is 7S.
So—Bayboro mucky loam. This soil is nearly level
and very poorly drained. It is in depressions on uplands.
The largest areas are in the Big Pocosin east of
Vanceboro and in areas south of Clarks and Riverdale.
17
The areas are irregular in shape and range from 5 to
1,000 acres.
Typically, the surface layer is black mucky loam 13
inches thick. The subsurface layer is grayish brown loam
to a depth of 17 inches. The subsoil extends to a depth
of 62 inches. It is grayish brown clay loam in the upper
part and gray clay in the middle and lower parts. The
substratum to a depth of 72 inches is gray clay loam.
Permeability of the subsoil is slow, and the shrink -swell
potential is moderate. The surface and subsurface layers
range from extremely acid to strongly acid except where
lime has been added. The subsoil and underlying
material are very strongly acid or strongly acid. The
seasonal high water table is at or near the surface.
Water ponds on the surface for long periods (fig. 5)
except in areas that have been drained.
Included with this soil in mapping are small areas of
Leaf, Rains, and Pantego soils. The Leaf and Rains soils