SW7090814_CURRENT PERMIT_20210709

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

waIU9
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
July 9, 2021
DDJ Investments, LLC
Attention: Dale Cross, Member Manager
203 Brookview Drive
Jacksonville, NC 28540
Subject: Stormwater Permit No. SW7090814 Renewal
Jimmies Creek Maxi Storage
High Density Project
Craven County
Dear Mr. Cross:
The Washington Regional Office received a Stormwater Management Permit
Application for renewal of the subject permit on June 11, 2021. Staff review of the
application has determined that the permit can be reissued. We are forwarding Permit
No. SV 7090814 dated July 9, 2021, for the continued operation of the wet detention
pond stormwater system.
This permit, upon its effective date, will replace all previous State Stormwater permits for
this project. This permit shall be effective from December 31, 2021, until December 30,
2029, and shall be subject to the conditions and limitations as specified therein and does
not supersede any other agency permit that may be required. 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, 6714 Mail Service Center, Raleigh, NC 27699-6714.
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 me at [phone].
Sincerely,
Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Qualitv I Division of Energv. Mlneral and Land Resources
mrtay.c_m.
_E Washington Regional Ofi7cc 1943 Washington Square Mall l Washington North Carolina 27889
252.946.648I

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
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
Located at 502 Slaughterhouse Road, New Bern, NC
Craven County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 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 Energy, Mineral, and
Land Resources (Division) and considered a part of this permit.
This permit shall be effective from December 31, 2021, until December 30, 2029, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. 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.
3. The tract will be limited to the amount of built -upon area indicated in Section I. of
this permit, and per approved plans.
North Carolina Department of Environmental Quality Division of Energy, Mineral and Land Resources
J/ Washington Regional Office I o33 Washington Square Mall I, Washington. North Carolina 27889
F. „.1r, .��000

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.
a. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted SCM. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division an annual summary report of the
maintenance inspection records for each SCM. 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.
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
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.
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.
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:
V� North Carolina Department of Environmental Quality 1 Division of Energy. Mineral and land Resources
—
Washington Regional Office 1443 Washington Square Mall 1 Wastnngton, North Carolina 27880
'25244mi,481

6. The permittee grants DEQ 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 Title 15A NCAC
2H.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 December 31, 2021, until December 30, 2029.
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 9 th day of July 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
For
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW7090814
�p North Carolina Department oi'Emit onmental Quality I Division of Energy. Mineral and Land acsources
Washingtonilegional Office i Q 0 Washington Square Stall I Washington North Carolina?788o
2520.Ie.o481

UtMLK UJt ONLY'-'."" -"-" '"-'"-_"'- - '' -- II
Date Received
Fee Paid
Permit Number
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3) the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number:
JttJ 7D
d del
2. Project name:
emAL
3. Project street address:
City: l06c4J &'� County:
4. What, if any, changes have been made to the project as permitted? it/GN&
ZIP :
if the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at: https://deg.nc.gov/about/divisions/energy-
mineral-land-resources/energv-miners I -la nd-rules/stormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: dd J �NU�Sr✓%iC-�, LLG
2. Signing Official's Name:/J LF �,eyss
3. Signing Official's Title: /N��lt4;E/� /+2.¢N•¢/>:��
4. Mailing Address: W 1�/PliOti'Yvl�..ttJ �lY�
City: T4Cjr-yew V/L� State: A) t ZIP
5. Street Address: XP6V/iVlF.,uJ ,( eJPzf
city: State: NL ZIP:(5
6. Phone: ( Z[U) ,; -&L-56 Cy Email:
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
4!,' 1. A permit application processing fee of $505.00 payable to NCDEQ.
2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
4. 0 Agreements, Please select one:
I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
F� 5. Designer Certifications, Please select one:
�i [{ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
�Irsigned, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
V�JJ7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
Stormwater Permit Renewal Application Form . Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
I, Qf:�E (. /ZpSf , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct a co plet
Signature: P ��� Date: lz 3
NOT
that
this the
day of
County of
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
a Notary Public for the State of
do hereby certify
personally appeared before me
20 0 and acknowledge the due
GAF
Notary Signature:��/ ��XK. �(C %�((L /ill ��top 1 AUBLIC
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t
My commission expires a��B�/�., e:��y
COON
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

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SOSID: 732445
Date Filed: 6/29/2004 1:49:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200417700111
ARTICLES OF ORGANIZATION
OF
DDJ INVESTMENTS, LLC
I, the undersigned, hereby do make and acknowledge these Articles of
Organization for the purpose of forming a limited liability company under and by virtue of the
law of the State of North Carolina, as contained in Chapter 57C of the General Statutes of North
Carolina, entitled "North Carolina Limited Liability Company Act," and to that end hereby do set
forth:
1. The name of the limited liability company is "DDJ Investments, LLC."
2. The period of duration of the limited liability company shall be perpetual.
3. The name and address of the organizer executing these Articles are:
Name Address
Dale J. Cross 203 Brookview Drive
Jacksonville, NC 28540
4. The street address of the initial registered office of the limited liability
company is 1001 College Court, New Bern, Craven County, NC 28562; the mailing address of
the initial registered office of the limited liability company is Post Office Box 867, New Bern,
Craven County, NC 28563-0867; and the name of the initial registered agent of the limited
liability company at such address is WASLAW, LLC.
5. The street and mailing address of the principal office of the limited
liability company is 203 Brookview Drive, Jacksonville, Onslow County, NC 28540.
6. Except as provided in N.C.G.S. § 57C-3-20(a), members of the limited
liability company shall not be managers of the limited liability company by virtue of their status
as members.
These Articles of Organization shall be effective upon the filing of same
by the North Carolina Secretary of State.

W TESTIMONY WHEREOF, the undersigned has executed this instrument, this
the 23rd day of June, A.D. 2004.
Dale J. Cross,ldganizer
Prepared by and return to:
A. Rexford Willis, III
For the firm of
Ward and Smith, P.A.
1001 College Court
PO Box 867
New Bern, NC 28563-0867
Telephone: [phone]
Facsimile: [phone]
NBMAIN\593143\I

mare orormwarer management oysrems
Permit No. SW7090814
Jimmies Creek Maxi -Storage
Stormwater Permit No. SW7090814
Craven County
Designer's Certification
Gi. .. Fs as a duly registered in the
State of North Carolina, having been authorized to obse (periodical) eekly/ full
time) the construction of the project,
ca
(Project)
for �O ()t- s d..i�. (Project Owner) hereby state that, to the
best of my abilities, due care and dilige ce 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
Date
SEAL
Page 6 of 7

r'
\ILULO VLV11111Y0L61 1V1Q11OL'OIIIQIIL Vy OL6111O a
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.
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.
The outlet structure is located per the approved plans.
Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
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.
The permitted amounts of surface area and/or volume have been
provided.
Required drawdown devices are correctly sized per the approved plans.
---11 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

STORMWATER SUBMITTAL REQUIREMENTS c1
WET DETENTION POND
1. Objective
A. Collect all runoff from all BUA (proposed and/or existing and/or offsite) as the case may be,
by any means including piping or swales, and direct it to the pond.
B. Check the proposed pond design to make sure it meets or exceeds the minimum design
criteria for surface area, volume and drawdown.
H. What makes up a complete wet detention pond application package?
A. Two sets of sealed, signed & dated layout & grading plans with appropriate details.
(Additional sets of plans may be requested for projects in certain counties)
B. Completed application with supplement(s), SWU-101, SW401-Wet Pond, and inspection and
maintenance agreements.
C. Deed restriction document, if applicable (for subdivisions & projects with out parcels)
D. Sealed, signed & dated calculations.
E. Estimated seasonal high water table elevation at all pond locations.
F. Chlorides test results must be provided if the project is within '/z mile of SR waters (Phase II).
(This is only required to test out of SR water treatment requirements)
III. BIMS entry (for DWQ use only)
Enter & track application acknowledged date, review date, add info requested/received dates, permit
issue dates, and drainage area info. Best done after the add info letter is written and before sending
permit up for signature.
IV. Shell documents (for DWQ use only)
Permit shells: s:\wqs\stormwater\shells\highcompond
s:\wqs\stormwater\shelis\highsubpond
s:\wqs\stormwater\shells\HDhybrid
Spreadsheet: s:\wqs\stormwater\excel spreadsheets\pond
VI. Review Procedure
A. APPLICATION
1. V An original signature is required. Photocopied signatures cannot be accepted.
2. ✓A completed wet detention pond supplement and a signed, dated and notarized wet
j detention pond Inspection and Maintenance Agreement with an original signature.
APPt "I 3. The numbers on the supplement match up to the numbers used in the calculations and
cli shown on the plan details.
4. `Built -upon areas are reported in square feet in Section 111.6.
5. t✓Receiving stream name and classification. This is important because in the non -Phase
11 counties, a wet pond cannot be used on a project that is within '/z mile of and draining
to SA waters. For Phase 11, a wet pond is allowed within ''/z mile of SA waters.
6. ✓Section 111.6 is filled in -cannot be left blank. One column must be filled in for each
proposed wet pond.
7. (/If the applicant is a corporation, partnership or LLC, look it up on the Secretary of State
Corporations Database. Make sure corporation is spelled correctly (capitalization and
punctuation matter) and that the person signing the application is at least a vice-
president in the corporation, a General Partner in the partnership, a member in a
member -managed LLC, or the manager of a manager -managed LLC. Need
documentation to support if the Articles of Incorporation do not list the members or
managers of the LLC. If an agent signs, then a letter of authorization is needed from the
president, vice president, general partner, member or manager.
8}7 For subdivided projects, a signed and notarized deed restriction statement must be
provided.

Wet Detention Pond, cont.
B. CALCULATIONS
1. The orifice is sized based on drawing down the calculated minimum volume in 2-5
days. The average head to use in the orifice equation is approximately one-third of
the distance between the permanent pool elevation (PPE) and the elevation of the
next available outlet above the permanent pool. The elevation of the next available
outlet must be either the elevation where the minimum volume is provided, or it can
be higher. The temporary pool elevation (TPE) to report on the supplement will be
the elevation of the next available outlet above the PPE. The temporary pool volume
(TPV) to report on the supplement is the volume between the specified PPE and the
TPE.
2. For Phase II projects that are within'/ mile of and draining to SR waters, the
difference in runoff from the predevelopment and post -development conditions for
the 1 year 24 hour storm must be controlled and treated.
3. For Phase II projects, the discharge rate leaving the pond can be no more than the
pre -development discharge rate for the 1 year 24 hour storm.
4. For Phase II projects draining to SA water, no discharge to surface waters may occur
from wet ponds. The discharge leaving the orifice must be effectively infiltrated prior to
reaching surface waters.
5. The average pond depth is the permanent pool volume divided by the permanent pool
surface area. The result must be between 3 ft. and 7.5 ft. Parts of the pond can be
deeper than 7.5 ft., but in no case can any part of the pond be less than 3 ft deep.
6. If the 85 /o TSS chart is used a 30' vegetated filter must be provided at the outlet of the
pond. If the 90% TSS chart is used, no filter is required.
7. Use the correct SA/DA TSS chart from the BMP Manual noting that there are different
charts for different areas of the State.
8. Required surface area at permanent pool.
9. Provided surface area at permanent pool (Based on pond dimensions)
10. Required volume calculation based on 1.5" storm for Phase II projects* and 1" storm for
all others projects. *unless the project is Phase II and within'/ mile of and draining to
SR waters then the volume calculation must be based on difference between the pre
and post development conditions for the 1-yr 24-hr storm.
11. Table of elevations, areas, incremental volumes and accumulated volumes for overall
pond and for forebay, to verify volumes provided.
12. Forebay designed to hold 20% of the permanent pool volume. (Range of 18%-22%
OK.)
13. Non -erosive flow for 10 yr. storm in the vegetated filter, if using 85% TSS.
14. The seasonal high water table must be at or below the proposed permanent pool
elevation to assure that the necessary volume will be available above the permanent
pool.
15. Rounding numbers off during the calculation process can result in deficiencies. Do not
round the numbers until you get to the final result.
16. An additional one foot must be excavated below the bottom elevation of the pond. The 1
foot sediment accumulation depth is not included in the average depth calculation.
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Wet Detention Pond, cont.
C. PLANS- Due to storage space constraints, plan sheets should be kept to a minimum. For
small commercial single wet pond projects, the plan set could consist of only 2 or 3 sheets,
layout, grading and details. For larger projects, show as much information as possible on as
few sheets as possible, without cluttering them up.
1. vDevelopment/Project Name
2. V/Engineer name and firm.
endh Arrow
*T'Ort
ocation Map with nearest intersection of two major roads shown. Major road is any 1,
2, or 3 digit NC, US or interstate highway.
6. ✓ Soale- standard engineering scale, no off-the-wall stuff.
7. ✓Date
8. V�Revision number and date, if applicable.
9.✓Original contours, proposed contours, spot elevations, finished floor elevations, pipe
10.VlGerts, swale inverts, etc.
xisting drainage (piping, swales, ditches, ponds, etc.), including off -site. Include a map
delineating the offsite drainage areas.
11.✓P�operty/Project boundary lines, bearing & distances.
12.VMean High Water Line or Normal High Water Line, if applicable.
C" 1.3.E The permanent pool elevation must be above the SHWT and above the lowest
elevation of adjacent wetlands. Evaluate the need for a liner and/or berm/slurry wall to
prevent dewatering the wetland.
1-QQQADrainage easement widths, pipe sizes and swale inverts are provided.
Wetlands delineated, or a note on the plans that none exist. Get a copy of the wetlands
delineation map signed by the Corps of Engineers, or have the applicant include a copy
of the unsigned delineation map submitted to the Corps. Wet ponds may not be located
in wetlands unless a permit to fill those wetlands has been obtained.
16 ✓Details for the roads, parking, cul-de-sacs, including sidewalk width, radii, dimensions &
I pes.
17j�� partment / Condo development- Provide a typical building footprint with dimensions
and note all concrete and wood deck areas.
18.E/The drainage area for each wet pond is clearly delineated and numbered to match up to
the calculations and supplement. Drainage area delineation is best done as a separate
,plan sheet.
19. A pond section detail to include the forebay, a 10 foot wide vegetated shelf, pertinent
elevations for the bottom, permanent pool, temporary pool, and SHWT, 3:1 slopes
above the permanent pool, and the weir elevation between the main pond and the
forebay.
20. ✓The 10 vegetated shelf extends 6" below and 6" above the permanent pool elevation.
21:✓An outlet structure detail showing a trash rack with 56" square openings, the necessary
orifice invert elevation (i.e., the permanent pool), orifice size and temporary pool
elevation.
22.✓Dimensions for each line and arc formed by the permanent pool contour.
23. Where the 85% TSS chart was used, a 30 ft. vegetated filter strip is required to be
24. A forebay :' provided for each inlet and located so as to prevent short-circuiting.
25 The pond must have a minimum 1.5:1 length to width ratio and a minimum 3:1 flow path
length. Artificial "baffles' of timber, vinyl, or earth can be used to create a longer flow
path. The top elevation of the baffle should be set at the temporary pool elevation or
✓higher.
26. A Vegetation plan is specified for the pond, including slopes. Wetlands species are
listed for planting on the 10:1 shelf. Weeping Love Grass is not suitable as a permanent
vegetated cover for pond slopes.
271/All roof drainage must be directed to the pond. Show the roof drain collection lines on
the plan. This is necessary for projects where the buildings back up the property lines
where roof drainage may leave the site prior to going through the pond.
�Ft %��CS / A-u' k'e

FINANCIAL RESPONSIBILITYIOWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank)
Part A.
C
1. Project Name rIMM E
/ S C10,0eK A14j l-Sr
2. Location of land -disturbing activity: CountyC)e4V� Cityor Township ^rC'%A✓ 060eoj
Highway/Street 014� S/L I Zt 7 Latitude 35- 6SS7 O� Longitude 77 0 6 46 LJ
3. Approximate date land -disturbing activity will commence: r10✓6WB&C 1-0 V
4. Purpose of development (residential, commercial, industrial, Institutional, etc.): S7111 4M6E dl�;ft 17C-S
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): G
67-
8. Amount of fee enclosed: $ 310 The application fee of 6%.- per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $450).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Nameffeetey 0/64/^16ju%1 E-mail Address 804O 444/.�Gn'Fre° Ti�oM9�
Telephone ZCZ 637-z727 Cella ZVZ 671-ZVOeFax# Lsz .6n.Z.&F
9. Landowner(s) of Record (attach accompanied page to list additional owners):
OD,? a C. 2s2-self-orb/ Zrt-S/Y' -ZZsy
Name Telephone Fax Number
Current Mailing Address Current Street Address
T4CjC5'4WV/u.4f' A/C. ZV-Jryo 4-n- C--
City State Zip City State p,Zfp,T_-
10. Deed Book No. 'U! l Page No. SrZ. Provide a copy of the most current deed.
AUG 2 4 2009
Part B.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide -a
comprehensive fist of all responsible parties on an attached sheet):
Dal' .� v6rr,%E-�Tlr -cc DCA0r5'Cf1^ c o
Name E-mail Address E c' n'
20 3 Q/1 ool�viEr„� DiljyG% Son a �i? cam: � s
Current Mailing Address Current Street Address AUG
.r4CCSoAI✓/44C- Nc r/ ZWob :,:,µ,�•,afrvcF�:fION
City State zip City State,SuiNriCrlRFC100FOFRGF
Telephone ZSZ'r1 t -0561 Fax Number Zjl- JW-1.2>1

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name
Current Mailing Address
E-mail Address
Current Street Address
State Zip City State Zip
Telephone Fax
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
City State Zip
Telephone
E-mail Address
Current Street Address
City State Zip
Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there by any change in the information provided herein.
DR[-E CKoSS M RA),46J •JG P!}iC: ,✓�K —I�DJ i.�✓ES%►oE,�ri� CLC
Type or print name Title or Authority
ICJ 17A D O
Signature Da
I, .B h E $4 Q A 'N i)14 f�1 A!—, a Notary Public of the County of C ii E 1 F u -r
State of North Carolina, hereby certify that bRlF_ e Q MS appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this __1 day of ri US i , 20 09
- Notary
Sea.
J - My commission expires

Permit
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin, `-EGFIIVEU)
pretreatment including forebays and the vegetated filter if one is provided. NOV 0 2 2009
This system (check one):
❑ does ® does not
This system (check one):
❑ does ® does not
incorporate a vegetated filter at the outlet.
incorporate pretreatment other than a forebay.
Important maintenance procedures:
f)kekjt -'A'AQn
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gutty, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than s ra in .
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 66:5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 6.5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
MITON
10
-----------------
FOREBAY
BASIN DIAGRAM
fll in the blanks)
I ft Min.
Sediment
Storage
Permanent Pool Elevation 16.5
Pool
Sediment Removal Elevation 10 Volume
Bottom Elevation
MAIN POND
Full
Storage
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Jimmies Creek Maxi -Storage
BMP drainage area number:
Print name:DDJ Investments, LLC
Title:Dale Cross - Managing Partner
Address:203 Brookview Drive, Jacksonville, NC 28540
Phone
Signature: WPCs U-A)-"P
Date: gi 1-112-061
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
11 � a E 16 � f } -)-. O f} ky 0 A) , a Notary Public for the State of
NDEJ-4 cA P p L I ,J A , County of C f} 2T(f Q f 'j , do hereby certify that
b4kE U E � personally appeared before me this
day of g U (_ US j , (� 0, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
map q�''
o� 0
rtotm PubdC i
Caterer County
SEAL
My commission expires a7o 1
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4