SW7060818_CURRENT PERMIT_20061115

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
„�l%l9TQ�I/Jl
YYYYMMDD

' OF W A7-FR
> -1
Mr. Matthew Piwowarski, President
Trent River. Builders, Inc.
PO Box 3363
New Bern, NC 28564
Dear Mr. Piwowarski:
W a-RO
Michael F, Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
November 15, 2006
Subject: Permit No. SW7060818
Johnson Point Commons
High Density Stormwater Project
Craven County
Alan W. Klimek, P.E. Director
Division of Water Quality
The Washington Regional Office received a completed Stormwater Application for the subject project on
August 28, 2006, Staff review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No,
SW7060818 dated November 15, 2006 to Trent River Builders, Inc. for grassed swales and a wet detention pond to
serve Johnson Point Commons located on Old Cherry Point Road in New Bern, NC.
This permit shall be effective from the date of issuance until November 15, 2016 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. The issuance of this permit does not resolve any
previous violations of the stormwater rules for construction without a permit.
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 150B 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 Roger
Thorpe or me at [phone].
cerely
Al tV
5ge, Regional Supervisor
Surface Water Protection Section
Washington Regional Office
cc: The east Group
Craven County. Inspections
.Nashington Regional Office
Central Files
North Carolina Division of Water Quality Internet: W W U%Q11fc-c ualin ME! One
943 Washington Square Mall Phone [phone] NorthCarolina
Washington, NC27889 Fax f2521946.921i Naturally

State Stormwater Management Systems
Permit No. SW7060818
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
Trent River Builders, Inc.
Johnson Point Commons
Craven County
FOR THE
construction, operation and maintenance of stormwater management systems 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 Water
Quality and considered a part of this permit for grassed swales and a wet detention pond to serve Johnson Point
Commons located on Old Cherry Point Road in New Bern, NC.
This permit shall be effective from the date of issuance until November 15, 2016 and shall be subject to the following
specified conditions and limitations:
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 on page
2 of this permit, the Project Data Sheet.
3. A maximum of 158,998 square feet of built upon area is allowed on this 8.85 acre site.
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 approved plans.
5. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of
the permit.

r
DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
Johnson Point Commons
Permit Number:
SW7060818
Location:
Craven County
Applicant:
Trent River Builders, Inc.
Mailing Address:
PO Box 3363
New Bern, NC 28564
Application Date:
5/22/2006
Receiving Stream:
UT to Neuse River
Classification of Water Body:
SC-SWP-NSW
Total Site Area:
8.85 ac
Drainage area:
8.85 ac
Total impervious allowed on site:
48,541 sf
Wet Pond Depth:
4.0 ft
Required Storage Volume:
13,548 cf
Provided Storage Volume:
30,724 cf
Required Surface Area:
17,900 sf
Provided Surface Area:
18,087 sf
Controlling Orifice:
2.25 inch @ elevation 24.0 ft

No homeowner/lot owner/developer shall be allowed to fill in, alter, or pipe any vegetative practices (such as
swales) shown on the approved plans as part of the stormwater management system without submitting a
revision to the permit and receiving approval from the Division.
The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size
b. Project name change
c. Transfer of -ownership
d. Redesign or addition to.the approved amount of built -upon area
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.
6. 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.
SCHEDULE OF COMPLIANCE
The permittee will comply with the following schedule for construction and maintenance of the stormwater
management system.
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 surfaces except roads.
During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
The facilities must be properly maintained and operated at all times. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals.
The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency including, but not limited to:
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved plans and specifications
f. 'Debris removal and unclogging of outlet structure, orifice device and catch basins and piping:
Records of maintenance activities must be kept and made available upon request to authorized personnel of
DWQ. The records will indicate the date, activity, name of person performing the work and what actions were
taken.
This permit shall become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
6. Upon completion of construction 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. Mail the Certification to the Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water Quality.

M
A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of
five years from the date of the completion of construction.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is
a name change of the Permittee, a formal permit request must be submitted to the Division of Water Quality
accompanied by an application fee, documentation from the parties involved, and other supporting materials
as may be appropriate. The approval of this request will be considered on its merits and may or may not be
approved.
2. 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-
215.6(a) to 143-215.6(c).
3. 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)
which have jurisdiction.
4. 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.
5. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
6. The Permittee, at least six (6) months prior to the expiration of this permit, shall submit in writing a request for
an extension along with appropriate application fee.
Permit issued this the 15 th day of November, 2006.
NORTH CAROLINA ENVIRONMENTAL_ MANAGEMENT COMMISSION
for Alan W. Klimek, P.E. Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7060818

Trent River Builders, Inc. — Johnson Point Commons
Stormwater Permit No. SW7060818
Designer's Certification
I, _ _ , as a duly
Registered Professional Engineer 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.
Signature
Registration Number
Date
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 11.
.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.

li1lL3�Iw:�J V' �........ ... ...OFFICE USE ONLY- . ....................... ......
Date Received Fee Paid Permit Number
1 6W7 uaah)
State of North Carolina SWt,4G� ��a9/OAP
L `a U Ae IA Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form nay be photocopied for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Trent River Builders, Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Matthew Piwowarski, President
3. Mailing Address for person listed in item 2 above:
PO Box 3363
City: New Bern
Telephone Number
J 252 )637-7172
State: NC Zip: 28564
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Johnson Point Commons
5. Location of Project (street address):
NCSR 1113 — Old Cherry Point Road
City: New Bem, NC County: Craven
6. Directions to project (from nearest major intersection):
From the intersection of US 70 and NCSR 1116 (E Thurman Rd), go NE 0.5 miles on NCSR 1116 toward the Neuse
River, turn left onto NCSR 1113 (Old Cherry Point Rd). The entrance to the development will be 0.1 miles on the right.
7. Latitude: 35002'36"
Longitude
77°00'07"
of project
8. Contact person who can answer questions about the project:
Name: Howard Nichols — The East Group Telephone Number: t 2 5 2 1 7 5 8- 3 7 4 6
11. PERMIT INFORMATION:
1. Specify whether project is (check one): x New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number NIA and its issue date (if known)
im
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/ Erosion Control 404/401 Permit _ NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
Ill. 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.
Stormwater runoff from the site will be collected in new grass swales around the building and the roadway, which will drain to
a wet detention basin located in the SE corner of the site. The natural fringe ditches along the property lines will be
maintained. These ditches and swales eventually drain to the Neuse River.
2. Stormwater runoff from this project drains to the
3. Total Project Area: 8.85 acres
5. How many drainage areas does the project have?
Neuse
River basin.
4. Project Built Upon Area: 41.3
6. 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.
Basin Information
Drainage Area 1 — Section 1
Drainage Area 2 — Section 2
Receiving Stream Name
Neuse River
Receiving Stream Class
SQ Sw• NSW
Drainage Area
385,331 sf 8.85 ac
Existing Impervious* Area
21,517 sf 0.49 ac
Proposed Im ervious*Area
158,998 sf 3.65 ac
% Impervious* Area (total)
4t.3 %
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
41,600 sf 0.96 ac
On -site Streets
31,021 sf 0.7 1ac
On -site Parking
65,617 sf 1.51 ac
On -site Sidewalks
18,917 sf 0.43 ac
Other on -site: Pump Station
1,843 sf 0.09 ac
Off -site
0 sf
Total: 158,998 sf (3.65 ae)
* 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 3.99
Page 2 of 4

How was the off -site impervious area listed above derived?
NIA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed 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.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
Z. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimmingpools,
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. A11 permitted runo, ff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormmwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 State, and that they will be recorded prior to the sale of any lot,
V. SUPPLEMENT FORMS "Wet Detention Basin Supplement attached"
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SVVU-105
Curb Outlet System Supplement -
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages ivill he 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 Regional Office.
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 Pen -nit Application Form
- One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
- Detailed narrative description of stormwater treatment /management
• Two copies of plans and specifications, including:
- Development/ Project name
- Engineer and firm
-Legend
- North arrow
Scale
- Revision number & date
- 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
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
V11. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): The East Group, PA
Mailing Address: PO Box 7305
City: Greenville State:
Phone: ( 252 ) 758-3746
Vlll. APPLICANT'S CERTIFICATION
NC
Zip: 27835-7305
Fax: ( 252 ) 830-3954 _ ^
1, (print or type name ojperson listed in General Information, item 2) Matthew Piwowarski, President
certifi, that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be conslrupvd in conformance with the approved plans, that the required deed restrictions
and protective covena NV recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H.1000.
Signature: Date: (Z7 /06
Form SWU-101 Version 3.99 Page 4 of 4

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM",�-6- J
WET DETENTION BASIN SUPPLEMENT AUG 2 8 2006
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review: D1f WARD
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name: Johnson Point Commons
Contact Person: Michelle Clements Phone Number:( 252 ) 758-3746
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation 20.00 ft. (floor of the basin)
Permanent Pool Elevation 24.00 ft. (elevation of the orifice)
Temporary Pool Elevation 25.25 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 18,087 sq. ft.
Drainage Area 8.85 ac.
Impervious Area 3.65 ac.
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 34,544 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 30,724 cu. ft. (volume detained above the permanent pool)
Forebay Volume 7,016 go.3%) cu. ft. (approximately 20% of total volume)
Other parameters
SA/DA 1 4.54 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 2.25 in. (2 to 5 day temporary pool draw -down required)
Design Rainfall 1.00 in.
Design TSS Removal 2 90 % (minimum 85% required)
Form SWU402 Rev 399 Page t of 5

-I Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for pennanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDIINR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
It. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicant,, Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3-1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. if the basin is used for sediment and erosion control during construction, clean out of the
opbasin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) RI does 0 does not incorporate a vegetated filter at the outlet.
114/1
This system (check one) I does 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact
water quality (i.e. stockpiling near a wet detention basin or stream, etc.).
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 3.00 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 1.50 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
ill in the Wank)
Permanent Pool Elevation 2 4 . 0
Sediment Ren oval El. 2 2 _ 5 75 b
-------------- - Sediment Removal Elevation 21 _ 0 7500
Bottom El e anon 22�0----------------------------------------- -----------
°.o
Bottom Elevation 2 0_ 0 2 5°;
FOREB Y NLAI\ POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface.
These plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99
Page 3 of 5

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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.
Print name: Matthew Piwowarski
Title: President
Addre
Phone
Signal
Date:
Note: The legally responsible party should not be a homeowners association unless more than So% of the lots have been sold and a
resident of the subdivision has been named the president.
I, AO " 6 Iew, a Notary Public for the State o
County of Pr -art , do hereby certify at MAIL 'ev3 �,wV VVIe �-s.l_c`
personally appeared before me this �_ day of Z910-C , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires � $! Zo t +0
Form SWU-102 Rev 3.99 Page 4 of 4

Compliance Inspection Report
Permit: SW7060818 Effective: 11/15/06 Expiration: 11/15/16
County: Craven
Region: Washington
Owner: Trent River Builders
Project: Johnson Point Commons
NCSR 1113
Old Cherry Point Rd
New Bern NC 28564
Contact Person: Matt Piwowarski Title: Owner Phone: [phone]
Directions to Project:
From the intersect of US 70 & NCSR 1116 (E Thurman Rd), go NE 0.5 miles on NCSR 1116 toward the Neuse River, turn left onto
NCSR 1113 (Old Cherry Point Rd). The entrance to the development will be 0.1 miles on the right.
Type of Project: State Stormwater - HD - Detention Pond
Drain Areas: 1 - (NEUSE RIVER) (03-04-10) (SC;Sw,NSW)
On -Site Representative(s):
Related Permits:
Inspection Date: 01/0312011 Entry Time: 01:00 PM
Primary Inspector: Wayne Bryant
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
■ State Stormwater
(See attachment summary)
Exit Time: 03:00 PM
Phone:
Inspection Type: Compliance Evaluation
Page: 1

Permit. SW7060818 Owner - Project: Trent River Builders
Inspection Date: 01/03/2011 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
File Review
Yes
No NA
NE
Is the permit active?
■
Cl n
n
Signed copy of the Engineer's certification is in the file?
❑
■ n
n
Signed copy of the Operation & Maintenance Agreement is in the file?
■
n n
n
Copy of the retarded deed restrictions is in the fife?
n
n ■
n
Comment: This subdivision has not yet been subdivided as of date of file review.
Page: 2