SW7060818_HISTORICAL FILE_20200512

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW �O(pll�fl�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
I�HISTORICAL FILE
DOC DATE &1251_
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Acting Director
NORTH CAROLINA
Environmental Quality
May 12, 2020
Trent River Builders, Inc.
Attention: Mr. Matthew Piwowarski, President
P.O. Box 3363
New Bern, NC 28564
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7060818
Johnson Point Commons
Craven County
Dear Mr. Piwowarski:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SV 7060818 for a stormwater treatment system consisting of a wet
detention pond to serve Johnson Point Commons located on Old Cherry Point Road,
New Bern, NC expires on November 15, 2020. 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.
If you wish to keep this permit active, please submit a completed permit renewal
application along with a $505.00 fee for permit renewal. If this project has not been built
and you do not wish to maintain this permit, please advise. Permit application forms for
renewal can be found on our website at:
hops:/ , /Tdea nc.goy'/about/divisiansf=rgy-miner�_]�r d_resourcesf�.�u-mine al-Iannd-
rules/stormwater-nroboram/post-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit if the project has been built. Failure to maintain a permit subjects the owner to
assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application form. You can request a copy by e-mailing me at ro er.thor a nedenr. ov.
Sincerely,
Roger K. Thorpe
Environmental Engineer
DK
North Carolina Department of Environmental Qpaltty I DKIslon of Energy, Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
�+�r` r 252.946,6481

NC®ENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
May 2, 2011
Mr. Matthew Piwowarski, President
Trent River Builders, Inc.
P.O. Box 3363
New Bern, NC 28564
Natural Resources
Subject: NOTICE OF FILE REVIEW AND UPCOMING INSPECTION
Stormwater Management Permit No.SW7060818
Johnson Point Commons
Craven County
Dear Mr. Piwowarski:
Dee Freeman
Secretary
On January 3, 2011, J. Wayne Bryant of the Washington Regional Office performed an
inspection of your file to determine the status of compliance with Stormwater Permit
SW7060818. Permit Number SW7060818 was issued to you on November 15, 2006 for the
Johnson Point Commons Project, located at NCSR 1 113 -- Old Cherry Point Road, New
Bern, Craven County, North Carolina.
This letter is to notify you that during your file inspection the documentation required to
be a part of your stormwater file was found to be in compliance. This documentation
included:
1- The permit is active and has been renewed (if required)
2- Copy of the signed Operation & Maintenance Agreement
However, we have not performed a site inspection of your facility to verify the proper
maintenance has taken place and the system is still functioning as designed.
DWQ will_be performing a site inspection within the next 6-12 months. Please take this
time to inspect your permitted system. Please correct any issues including the
maintenance tasks listed in the O&M agreement. Long term operation and
maintenance are the responsibility of the permit holder until such time that the permit is
formally transferred through DWQ to another responsible entity such as an HOA/POA.
North Carolina Division of Water Quality Internet: www.ncwater uarst .or
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Oppa4unity/Afrmative Action Employer— 50% Recycledl10% Post Consumer Paper
NorthCarolina
;Vatumlly

Thank you for your immediate attention to this matter. Please be advised, violations of
the conditions of a State Stormwater Permit are subject to a civil penalty assessment of
up to $25,000.00 per day for each violation pursuant to North Carolina General Statute
143-215.6A. Should you have any questions regarding these matters, please contact
either myself or Al Hodge, Regional Supervisor at [phone].
Sincerely,
/ Z�
J. Wayne Bryant
Environmental Specialist
Surface Water Protection Section
Washington Regional Office
[e-mail]
Enclosures: Stormwater FAQ Sheet
cc: The East Group, P.O. Box 7305, Greenville, NC 27835-7305
WaRO Files

Nonh Carolina Division of Water Quality i
f
f�
State Stormwater Management Permits X"i
Cover Sheet for State Slormwater Permit Revised J anuary 2D11
Why was a state stormwater permit required for my project?
Stormwater runoff is the fit cause of water pollution in North Carolina. This
permit protects water quality by ensuring that stormwater Best Management
Practices are put in place to control stormwater runoff after a construction
project is completed. Projects are permitted as either Low Density or High
Density development.
There are several factors that can trigger the need for this permit. It is required
for all projects that add impervious surfaces for residential, commercial,
industrial or institutional use and meet the criteria below.
I. Project is located in any one of the following:
• The 20 coastal counties.
• Area that drains to Outstanding Resource Waters.
• Area that drains High Quality waters.
• Area subject to Phase If.
AND
II. Any one of the following applies:
• Requires a permit and soil and erosion control plan from the N.C. Division
of Land Resources (disturbance of one acre or more).
• Requires a CAMA Major Permit.
• Contains more than 10,000 square feet of new built -upon area.
• Is part of a larger Common Plan of Development.
This permit is required by state law and is separate from any other permit(s)
required for construction. Once issued, low density project permits remain in
effect in perpetuity. High density project permits must be renewed, usually
every 10 years. Cinder both types of permits, on -site stormwater management
must be maintained for as long as the impervious surfaces exist.
, .
S
Stormwater runoff
threatens North Carolina's
environment and
economy. After heavy
rainfall, shellfish
bed closings and
health -related swimming
advisories increase
dramatically.
What does this permit require me to do?
Key requirements of the permit include:
Deed Restrictions
and Protective Covenants
Prior to the sale of any lot or
outparcel, projects for residential and
commercial use must record
restrictive covenants with the county
Register of Deeds. These covenants
address the location of all drainage
easements, prohibit the alteration of
approved stormwater controls and
piping of swales or roof drains and
specify the maximum amount of built
-upon area allowed per lot.
Operation
and Maintenance
The long-term operation and
maintenance of the approved
stormwater system is the
responsibility of the permit holder for
as long' as impervious surfaces exist
unless the permit is formally
transferred to another responsible
party (such as a homeowners
association) through DWQ's transfer
approval process.
GLOSSARY OF TERMS
Best Management Practice
Structural or vegetative practice that
controls stormwater runpN.
LowlHigh Density Project
designation that is determined by the
number of dwellings or amount of
built -upon area.
Impervious Surface Land cover
that prevents infiltration of water into
the ground (e.g., concrete).
High Quality Waters Waters that
are rated excellent based on
biological and physical/chemical
characteristics.
Outstanding Resource Waters
High Quality Waters that also have
exceptional state or national
significance (e.g., endangered
species habitat).
Phase 11 Federally mandated
program that regulates stormwater.
CAMA Coastal Area Management
Act; a regulatory program
administered by the N.C. Division of
Coastal Management to manage
coastal development.
Built -upon Area The amount of
hard surfaces or impervious surfaces
on a project site.
Common Plan of Development
Project where multiple separate and
distinct construction or land -
disturbing activities occur
under one plan.
Permittee Any person dr entity that
is granted a permit to proceed with a
project.
Operation and maintenance
requirements may include:
• Minimum of quarterly system
inspections.
• Maintaining complete inspection
records.
• Maintaining vegetation.
• Repairing/clearing outlets and
inlets.
• Stabilizing eroding banks.
• Removing sediment.
{continued on reverse side

Ir
State Stormwater Permit Revised January 2011 .
Permit Requirements (corninued)
Designer's Certification
Upon completion of construction, a
stormwater system -designer must
certify in writing that the system has
been constructed and inspected as
described in the plans and
specifications approved by DW0_
Verity Built -Upon Area
The perminee is responsible for
verifying that the actual built -upon
area (including, but not limited to,
driveways, roofs, walkways,
concrete, brick and decks) does not
exceed the allowable built -upon area
as specified in the permit and the
restrictive covenants or deeds.
Annual Reporting
The permittee is responsible for
submitting to DWQ a copy of the
annual inspection report verifying
that all components of the
stormwater system have• been
inspected and are functioning
properly. Annual report forms are
available at the D\NQ website.
Non-compliance and fines
It is imperative that you comply with
permit conditions. Projects That
violate a state stormwater permit
and/or have unauthorized
development without approved
stormwater controls are subject to
fines. Civil penalties of up to $25,000
per day for each violation may be
levied.
.7
y
41
�4
AL
7.-
Stormwater runoff is the #1 cause of water polka ion in North Carolina and the nation.
IMPORTANT INFORMATION ON TRANSFERRING PERMITS
This permit is not transferrable through sale to any person or entity except
after notice to, and approval by, the Division of Water Quality. The permit
holder is responsible for compliance with all permit conditions until an official
transfer request is approved by the division. Permit transfer request forms are
available at the websile shown below.
The original permit holder should consider the long-term operation and
maintenance requirements of this permit and make preparations for
establishing an entity (such as a homeowners association or other perpetually
responsible entity) to which the stormwater management permit can
eventually be transferred.
Failure to establish a responsible entity (such as -an homeowners
association) will result in the original permit holder retaining full
responsibility for meeting all permit conditions, including the long-term
care and maintenance of the approved stormwater management system.
Do you need more information?
Stormwater Permitting
Stormwaler BMP Manual
C uilbln o-,­ -w-1
Permit Forms (downloads)
:ws: "es.iloirn!F Coos
Interactive Permitting Map
Map of Regional Offices
C.
Still have questions? Call the DWG Regional Office closest to your project's location:
Asheville Office [phone] Washington Office [phone]
Fayetteville Office [phone] Wilmington Office [phone]
Mooresville Office
[phone] Winston-Salem Office (336) 771 -5000
Raleigh Office [phone] Central Office [phone]
Additional resources:
North Carolina Stormwater Outreach & Education
EPA Construction Stormwater 7� : F`.`f I 1] - e c, a . 0 LS S `0 -n S 1 0 1'
Division of Coastal Management
S t Division of Land Resources

N-Alf AUG 2 8 2006
T 'FARO
GRaU� ®��-
LETTER OF TRANSMITTAL
Engineering - Architecture - Surveying - Technology
P.O. Box 7305/324 S. Evans Street, Greenville, NC 27834
Phone [phone] Fax [phone]
To: NCDENR Date: 08/24/06 1 Proj. No.: 20050222
Division of Water Quality Attention: Scott Vinson
943 Washington Square Mall RE: Johnson Point Commons
Washington, NC 27889
252-946-6481 10#:
We are sending you the followin :
Shop Drawings Prints Samples
Copy of Letter x Specs Payment Application
Change Order x Plans X Other: Permit Application
Copies
Date
No.
Description
2
Stormwater Management Permit Application Form
2
Wet Detention Basin Su lenient
2
08/21/2006
Stormwater Management Plan
2
1 08/22/2006
Nitro en BMP Removal Calculations
2
08/22/2006
Construction Plans C1.0, C2.0, C2.1, C2.2, C3.0, C3.1, C3.2, C4.0,
C5.0 & C6.0
1
08/07/2006
Check #3288
These items are transmitted as checked below:
X For Approval Reviewed
For Your Use Reviewed as Noted
As Requested Revise & Resubmit
For Review and Comment Returned No Action
Prints returned after Loan to us
Remarks:
Co ies:
Architect:
1 Engineer:
Contractor:
1 Owner: Matt Piwowarski, Trent River Builders
Other:
Other:
Signed: Allen L. Henke
T-NCOENR-SlorrnW 08.24-06 alh.DOC

h�1 Uk.0 W IiIU
Tar -Pamlico Sformwater Rule 15A NCAC 28 .0258 AUG 2 t) 2006 Last Modified 8/22/2006
Coastal Plain of the Tar -Pamlico River Basin: n-WONVAR0
includes C.rreenvtue and Washington as well as Ytlt and Beaulort Counties
Total Nitrogen and Total Phosphorus Loading Calculation Worksheet (Automated)
Project Name: Johnson Point Commons
Date: 812212006
By: Allen L. Henke Checked By:
Directions (same for pre -development and post -development tables):
> Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the values in light blue.
> Compare total areas of development in pre- and post- tables for consistency (bottom of column (2)), and also for consistency with
the site plans. If all of these values are not the same, there is an error that must be corrected.
> Unless drainage onto the development from offsite is diverted around or through the site, offsite catchment area draining in must
be included in the acreage values and treated.
Pre -development:
I' eof.1„ittijCorer
YI?..............................:.:.:....-.......-...-..:-:.:.:.....M>,.............:.
:€€'tea :::
S a�6rrrtuli
:hi i::::::.>:..
Aver . �..:
1......,.
:.:.:,..
.1::I ,
::of`a'i't ni � ...:
... .`
.. 3.:. 4
:of-TP m L :..:
?.
2... � ...
"1'iaiis`'orlatiari i ii orvious
0.49
0.91
2.60
1.16
0.19
0.09
oai€..xnpe�ou� .......:.:......
fl 00
0.91
1.95
0.00
0.11
0.00
.aYlaiiaj;�il=�e�viogs
1. 0
0.91
1.42
1.56
0.28
0.31
lan tillattclse:i ed}
1►Mana.gezipervgi~_,...::::,:,
.iani
8.36
0.91
4.23
32.33
1.23
9.40
{ciev :=
Nti�riag��l�perviods�-
'
(pa Eur)
Oi00
0.91
2.04
0.00
0.62
0.'00
:`Worelpervio'.'
0.98
0.91
0.95
0.85
0.14
0:13
:.: bYact otr;h :::::::
.........:..
. .. "'.0.04
..a..tpg
35.90
TP,Go .d..g
- �
9:92
..,..rn}?erv�qus.([}
bl
b r .
,
Total Area otr �evclop�rsent �
�•1.1�:03
TIV:Ex .Deft
P
3.26
1 P.: x
� p
�0.90-
Post -development:
.....:.................
:.:...Yhe,.,...L.,...d.C¢,.ex.;
.of.`Tj'
. _:::Wnsgo latl ...h perrious '. ;
2: 9
3.52
2.60
24.65
0.19
1.80
`:R4PE?JE113C414U9::: `::`:i
0.9
3.52
1.95
6.60
0.11
0.37
Mi na e41 viQ`ia
:.� .:. P..:.................:.......
6 39
3.52
1.42
31.98
0.28
6.31
VI'Qoil+rtl pervivgs
0.98
3.52
0.94
3.25
0.14
OA8
FraEiim lii ertvios I:=
t ).......
0 33
66.47
1;
8.96
�.
alAr'eavfl`1�evelo ntenk�
11. 2
rill i~ ff,
:_. P...:.:.:.:::
'
::: x Cu ft.
:.:P:.:.:.:.:.:.:.:
:.:.;.,
.,.. 1 .. a
bla.
Note: The nutrient loading goals are 4.0 lb/ac/yr for'FN and 0.4 lblaclyr for TP. If the post -development nutrient
loading is below these levels, then no BMP is necessary. Otherwise, the next worksheet calculates
post -development TN and TP loadings after BMPs are installed.
1AJCL.1.Uj0eS 8.5S- ACRES CP NVELORM&lr Ayvp z,17 ACRES
OF .SUJQR0V"Z)1Afq hk4l l! AC) E` f9REA !AJ ID TttE_ S17C .

Tar -Pamlico Stormwater Rule 15A NCAC 28.0258
Coastal Plain of the Tar -Pamlico River Basin:
Last Modified 5/23/03
Includes Greenville and Washington as well as Pitt and Beaufort Counties
BMP Removal Calculation Worksheet (Automated)
Project Name: Johnson Point Commons
Date: 8/22/2006
By: Allen L. Henke Checked By:
Directions:
> It may be advantageous to split the development into separate catchments to be handled by separate BMPs. The tables below allow
the development to be split into as many as three catchments, and can be copied for greater than three. NOTE: Unless runoff flowing
onto the development from of1-site is routed separately around or through the site, the offsite catchment area draining in must be
included in the acreage values of the appropriate land use(s) and treated.
> Above each table: Enter the catchment acreage in the top green blank. Based on a comparison ofthe post -development TN and TP
export coefTicients you calculated above to the rule requirements of4.0 Ib/ac/yr TN and 0A lb/aelyr TP, select BMP(s) from the list for
treating the catchment runoff. Enter the chosen BMP(s) nutrient removal rates in the green blanks. If more than one BMP is lobe
used in series, the combined removal rates will be calculated automatically in the blue blanks.
> Calchment Tables: Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the light blue
boxes. NOTE: Compare the'rotal Calchment Acreage for the Development (final table) to the value you established in the pre-BMP
workshect tables, and also to the site plans, for consistency. All of these values need to be the same
BMP
pe#ei(fou'Porid:::
25
40
NC BMP Manual
ta'rmwaiie.wmani.
40
35
Nutrient
NC BMP Manual
'' Saad> iiicr i '.':
35
45
Removal
NC BMP Manual
�oreteriioe `-:
35
45
Rates
NC BMP Manual
.GrassSwahs=:::
20
20
NC BMP Manual
i!c�geia#eil f;litcitriji.v/;°
vel:& `rraaer6::
20
35
NC BMP Manual
10
10
NC BMP Manual
Catchment I: WET CaIV poivD 6,4,5S SWALES
Total acreage of catchment I = >3:9 ac
First BM Ps TN removal rate = 25 % First BMY's TP removal rate = _ lA %
Second BMP's TN removal rate = 24 % Second BMP's TP removal rate %
Third BM Ps TN removal rate = % Third BMP's TP removal rate = 1V! %
TOTAL TN REMOVAL. RATE = 40 % TOTAL TP REMOVAL RAT> _ #VALUE?�`' '%
T`��•"�"e�of�'� - � � airier:E:
` �.a t ��ritCnl
S:ir . �.:..:."
".,.:.:.:..., a..;C:"
":"
.Y::�,"::e..".
T : 1
•
; iiiaspnrtatiDIE iri)pervious; _
2:59
4.12
2.60
27.71.
0.19
2.03
'- RYnof irriPerYl4us ;:= =
{!:�
4.12
1.95
7.70
0.11
0A3
:-iVaa�iage�, pervtius€T`T
a3
4.12
1.42
18.29
0.28
3.61
::A'coded,pG!vippg`.
98.
4.12
0.94
3.79
0.14
'0.56
kreaiake;wtp;gy;RN1P?
1.30
4.12
1.95
10.43
0.11
' 0.59 .
_-Frac_tlon..
p"
0.40
1 r .BMk: liVe=BhtI
67.93
T.
-7.22' "
:€il;oad: lti- r.:':
:aioaih ttil' r"".
=� Tot"aE iAreuoC>'icveto " fien f.".....
8.96
RTN
.. e.13--.....,.
' 'tirt"lb/iicl'
7.58
...,..'....,..
'kr: �tbtacl "r
0. 1
r�
�
IEai
Ost 8 "F'�T�
,.
-
....oaf I
40.76
Itiatl Ht r .
.Y �.
V
P.os1-S4lI':TiV
= P" f->3N[P.I
4�
4.Z1 5
....."....".... ".
.�
. u ,

Tar -Pamlico Stormwater Rule 15A NCAC 28.0258
Last Modified 5/23103
Catchrrlent 2: 43AASS Se AL.US
Total acreage of catchment 2 =
First BMPs TN removal rate =%
Mac
First BMPs TP removal ralc =Second
13M PsTN removal rate=%
Second 13MP's TP removalrate %
Third BMP's TN removal rate =%
Third BMP's TP removal rate = %
TOTAL TN REMOVAL RATE =
20 %
TOTAL TP REMOVAL RATE = 0
Type ofLanrlC�over_;°:;::.Catchment
S�I.Foriaaia,ivetage.)11VCCo
Column
tiverage4MGa
Column
.............. . .. . ... ....a�ro�Ra
...
rrLci.+ o t i.1i
:.. rrT n:,nh-� ..-
�.�a
I:
1Fiii slsortalEi i .iii j c yioiis
D:DO
0.51
2.60
0:00
0.19
0.DO
0.51
1.95
0:00''
0.11
0.00
Nlapagedl pervious:::::;:
1.I
0.51
1.42
0.84
0.28
0:17
0.51
0.94
. 0.00 : ?
0.14
: 0.00
AXardcPU,p4gP
03
0.51
1.95
r.
0+31 ._
a:
0.11
0.02
- sshraeiion(iri`riEoiis �
pc,
,0.0D
N
Oa8• .
. •.,„ .).
.
:[ya�ii;Ltte,<yr.}:
l ota4Ascri:ot #lei elo " riieet:
1:47
Pre a141P'CiV
0.78
.� Pia-Riy�P T
0.12
FY.}
R-
11IH)' iv
C T
0.18
ad Ib
r:tiail ilrl
`= f'ias =)1141 P. Cir
D b
R' T
.
0.12
_
..
� art bla r
cl
� ai''kr��l c r
MOO .. bta J
,
Catchment3: GRASS .SWgLES
Total acreage orcatchment 3 = :29 ac
First BMP's TN removalrate = P % First BMP's TP removal rate = %
Second BMP's TN removal rate = % Second BMP's TP removal rate = °/n
Third BMP's TN removal rate = % Third BMP's TP removal rate = %
TOTAL TN REMOVAL RATE _ 20, % TOTAL TP REMOVAL RATB = '-"'`'0' i i%
�_Tyjie'of�anil E`over
: 2,atebment
5 M..>?ormulA
AvcrAgc.EF17Ga.:.
�ait�inn - _
liverage�?ti1�ri.:;1Fnlumn
.;
. Itausplii }#lun iiipertvlflu
0.10
3.65
2.60
0.95 3
0.19
0.07
'Ekoof#iiipervftius „!=;
3.65
1.95
0.00t,,
0.11
0.00
a
:,llariaged'peiviiiis
0.00
3.65
1.42
0.00.; :
0.28
0.00
;1Viioeieil;�e;iv#uu&E=
0.00
3.65
0.94
0.00
0.14
0:00
:::::'::A.. ' lakiii'my'.DMP ;
0: 9
3.65
1.95
135
0.11
0.09
rsci�dp:im ry ous I : =
034
>'re -BMA CPI
2.30
:Arc 33ME1.,.N
! oast#I4!Y!}
T tital Area vf,#?+iv lriRmS�t
0.29
Pre $IVI,Yt'iV
•7.93
0.50
" . ;
Kurt �lAf�rlYt)
Eiijrort ([talarfpr
Post_! YIP I
1.84
0.15
Goad Ibl`n'•
€El iiutl tlr.:
�
634 .Eat"ur1:
0.50
r
ltaloef iF

Tar -Pamlico StormwaterRule 15A NCAC 2B .0258
Last Modified 5123103
Wei lrted Avera re o Nutrienf Loadin s rain the Catchments:
ated'fneiiu. t4`.,:. fit`:: :.....+?s�-..+>:.�!:
oiofit l ;a ;? ` 8.96 4.55 #VALUE!
CaiclziiieriE.2::6: 1.47 0.62 0.12
r ' 'a men `': i ` ? - ' b34 0.5 9 0 0.2
Gp WI Pnii P WFLON -FiV`T 10.72 4.06 #VALUE!
Note. The nutrient loading goals are 4.0 lblaclyr for TN and 0.4 Ib/ac/yr for TP. If the post-devetopment nutrient
loading is below these levels, then the BMPs. planned are adequate. Otherwise, additional BMPs and/or
modifications in development plans are required.
TN L[�p1 N C�
440,-7(0
0,9z
I. $q
0. zo
43. 7Z
8 ,9C0
1.q7
0.29
0.30
rW
'C-PVS7- BM?Ttil ExpoRi
� _ 3.97 JbJQcfyr
Z

Tar -Pamlico 5tormwater Rule 15A NCAC 28 .0258
Coastal Plain of the Tar -Pamlico River Basin:
Last Modified 5/23/03
inciunes ureenvute ana wastttngion as wets as Fitt and ucautort t-ounttes
BMP Removal Calculation Worksileet (Automated)
Project Name: Johnson Point Commons
Date: 812212006
By: Allen L. Henke _ Checked By:
Directions:
> It maybe advantageous to split the development into separate catchments to be handled by separate BMPs. The tables below allow
the development to be split into as many as three catchments, and can be copied for greater than three. NOTE: Unless runoff
> Above each table: Enter the catchment acreage in the top green blank. Based on a comparison of the post-development'I'N and TP I
export coefficients you calculated above to the rule requirements of 4.0 lb/ac/yr TN and 0.4 ]blac/yr ,n,, select BMP(s) from t
> Catchment Tables: Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the light blue
boxes. NOTE: Compare the Total Catchment Acreage for the Development (final table) to the value you established in th
BMP
Nutrient
Removal
Rates
Wtllee>tEo+il!oid
25
40
NC Bb1P Manual
NC RMP Manual
NC RMP Manual
NC BMP Manual
NC RMP Manual
NC BMP Manual
NCRMPManual
<::.torniwpter_1Vetlriod
40
35
Sasi3.Cii':i
35
45
urefcritfau
35
45
E:irassSWales::::::
20
20
`.;i!�getattist Fitter �trFp'wl.
iiyawgl; ieaii-
20
35
.:DryDelriitiDn?
10
10
Catchments 60ZASS R
Total acreage ofcatchment l = 0.3 ae
First BMP's TN removal rate = 20 % First BMP's TP removal rate = i lA %
Second BMP's TN removal rate = % Second BMP's TP removal rate = N! %
Third BMP's TN removal rate = % Third BMP's TP removal rate = !r %
TOTAL TN REMOVAL RATE= '20 " % TOTAL TP REMOVAL RATE _ -: #VALUE?' ?%
:::::;:cif:=::
�_�_Typeof[.and Cox�;�:i;(:atcbitn�ot
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Colutrtn
AverageFM1�G o
Cnlumn;::
#potu h5o impi i lnus € <
0.00
0.5]
2.60
0.00
0.19
0.00
= ; RuitFimj eiiluuS; € E =
DO
0.51
1.95
0.00
0.11
0.00
D:20
0.51
1.42
0.14
0.28
0.03
0f00
OS]
0.94
0.00
0.14
0.00
taken## by!$ 1P: _ ;'
O:F(i
0.51
Y.95
0.10
0.11
0.01
ii::iEiiiE`Ei:iii:i;ii�ii
�l6'r�xiLl��r.::
'
= ff':'C��
, 0.03
aEti iiol akvc ` ` `trii{rifq
030
4BM - N
0.81
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O.l l
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:�:
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ost
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_
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Urrtlhiacl

Tar -Pamlico Stormwater Rule 15A NCAC 2B .0258
Last Modified 5/23103
Catchment 2:
Total acreage of catchment 2 = ac
First RM P's TN removal rate = • % First BM P's TV removal rate =
Second BMP's TN removal rate = % Second BM P's TP removalrate =
Third BMP's TN removal rate = . �. % Third BM P's TV removal rate = ' %
TOTAL TN REMOVAL RATE = 0 % TOTAL TV REMOVAL RATE = 0 '
fypeu! [and Corer
CatcJiment
M;-Mornrnla
AveragehCCo
Column
Average EyIC o
Column :
aasppyfatini imjier+ious
2.60
0.19
; a (iiii6ervfups €
1.95
0.11
Vlanageti:ltciviotis:;:;:::::
1.42
0.28
oodcdiAarvlOus=`;`E!
0.94
0.14
AYsa€1?$eu':an:6YM.P€€
1.95
0.11
_ „..
re. M�::TIV
_
=f rrCIM .
f_
I �oad��lti �� r
Load ttil �r
A3•ea,af Dcgclopmenk:;:;._
Rs orttlb�ttirlyr}zpnrt
ibfacT r
..
.:...Lb _ st M -T
.>3 R N
's" os' P::
.. � ..BiV# .T
-
:::::1:oad 1b1 r :..
,
pitk 1 N
#.8� 1
art 0 qy A00
0. hiac r
Catchment 3:
Total acreage of catchment 3 = ac
First BM P's TN removal rate = %
Second 13M P's TN removal rate = %
Third BM P's TN removal rate = %
TO'rAl, TN REMOVAL RATE _ ::' 't": Ot.i-' _ %
First BMP's'rP removal rate= %
Second BMP's TV removal rate = %
Third BMP's TV removal rate = %
TOTAL TV REMOVAL RATE _ 0' ' ;: i%
veih94:..tiii~;o.
aliiriii
ilvei geFh1 _a.
= Celiit
2.60
0.19
1.95
0.11
1.42
0.28
0.94
0.14
1.95
0.11
R%htirt (16Tacfyr
a 06:ft-(IbIa:gyr

Tar -Pamlico Stormwater Rule 15A NCAC 2B .0258 Last Modified 5123/03
Weighted Average of Nutrient Loadh s roin the Catchments:
�-•� ������� ....Gate��rtent. zt osi . ,...;:::;:
0.30 0.65 NVALUE!
ei44.1 = ; ; 0.00 0.00 .0.00
0.00 '0.00 0.00
CU fAi;'Oitiirlr�3 i1F1�1EN f 0.30 0.65 #VALUE
.............................
Note: The nutrient loading goals are 4.0 Ib/actyr for TN and 0.4 Ib/adyr for TP. If the post -development nutrient
loading is below these levels, then the 13MPs planned are adequate. Otherwise, additional t3MPs and/or
modifications in development plans are required.

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7rcw_ H"m flat -A L&- Cn�dd(g
FINANCIAL. RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
C LE
F
UG 2 5 2006 i
No person may initiate any land -disturbing activity on one or more acres as covere f"�
form and an acceptable erosion and sedimentation control plan have been complet l
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or prir
the question is not applicable or the e-mail and/or fax information unavailable, place NIA in the blank:)
Part A.
1. Project Name Johnson Point Commons AUG 3 12006
2. Location of land -disturbing activity: County Craven City-o Township 7 E : t't`rJA1kf [jF.0
Highway/Street NCSR 1113 Latitude 35°02'36" N Longitude 77°00'07"W
3. Approximate date land -disturbing activity will commence: 09/2006
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Residential
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 8.85 ac
6. Amount of fee enclosed: $ 450.00 The application fee of $50.00 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 fled? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Matthew Piwowarski E-mail Address N/A
Telephone [phone] Cell # 252-670-4410 Fax # NIA
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Trent River Builders Inc. 252-637-7172 252-670-4410
Name Telephone Fax Number
PO Box 3363 205 West Rock Creek Road
Current Mailing Address Current Street Address
New Bern NC 28564 New Bern NC 28564
City State Zip City State Zip
10. Deed Book No. 2274 Page No. 555 Provide a copy of the most current deed.
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Trent River Builders. Inc. m iwo esisnet.com
Name T E-mail Address
PO Box 3363 205 West Rock Creek Road
Current Mailing Address Current Street Address
New Bern NC 28564 New Bern NC 28564
City State Zip City State Zip
Telephone [phone] Fax Number NIA

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:
NIA
Name
Current Mailing Address
City
E-mail Address
Current Street Address
State Zip City
Telephone Fax Numbe
State Zip
(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:
NIA
Name of Registered Agent
Current Mailing Address
E-mail Address
Current Street Address
City State Zip City State Zip
Telephone 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 attomey-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.
Matthew Piw warski President — Trent River Builders, Inc.
Type or � Title or ut ority
% p
Signature Date
61 etAvi �1��`� ih a Notary Public of the County of
State of North Carolina, hereby certify that MA+- h,olvj P =raj � appeared
personally before me this day and being 'duly sworn acknowledged that the above form was
executed by him.
Witness rriy-handnclt�iotarial seal, this f I day of V U 20
Nota
, =Y 4
."'•� 4M commission re _7AA. r Z c E 0
t ,00 Y ion expires

(Page 1 of 3)
Tax 11Y #
IN
IV
g Craven NC - 0acunent Sty
J, Becky Tkmpson, Register of 0e
9z Date 02/09/2005 Tide 16 09:01 1 of
No: 2005-0011%19
A 14 2274 Page 555
Fee At 20.00
Excise Tax: 400.00
THP DF , in an entered into this the `'i day of February, 2005, by and
between James G. o , Jr., in e, i after referred to as Grantors; and Trent River
Builders, Inc., a No a orpo ti a address is P.O. Box 3363, New Bern,
NC 28564, hereinafter refe d to tees;
NE
That the Grantors, for a valuab co side tion id by the Grantees, the receipt of
which is hereby acknowledged, have and by se pre do ,
unto the Grantees, their heirs and assigns, in fee e, th p ope
A attached hereto and made a part of this deed.
TO HAVE AND TO HOLD the aforesaid lot or parcel f d 1 p`fiv leges
appurtenances thereto belonging to the Grantees in fee simple.
bargain, sell, and convey
tsced an Exhibit
land
And the Grantors covenant with the Grantees, that Grantors are
and
F
in fee simple, have the right to convey the same in fee simple, that title is markand Ir#
and clear of all encumbrances, except all encumbrances or restrictions mentioned wand
that Grantors will warrant and defend the title against the lawful claims of all persons
whomsoever.
The designation Grantors and Grantees as used herein shall include all parties, their
heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or
neuter as required by context.
Ids
AnnM •977d op„a•a5

(Page 2 of 3)
Date 02/09/2005 Time 1609:01 2 of
b: 20OS-00119619
Bo* 2274 Page 556
WHEREOF, the Grantors have hereunto set their hands and adopted
nitten word "SEAL' appearing after their signatures hereinbelow this
above written.
(SEAL)
4Lmes G. Monette, Jr.
COUNTY OF C V
kA
w do hereby certify that Jame
acknowledged the due exec
oWitness by hand and
Public of the aforesaid County and State,
rally appeared before me this day and
tmment,
My Commission Expires \Ij = TM"
--
f
STATE OF NORTH CAROLINA
CRAVEN COUNTY
The foregoing certificate of is 'fie to b
correct. This instrument was presented for registration this day and our�d dul
recorded )n he Office of the Register of Deeds of Craven County, No arol' a, i
Book, Page
This day of , 2005, at /zz.',,j % o'clock
Deputy/Ansistmt Register of Deeds
Pss
Rank c2274.Par7m-55

(Page 3 of 3)
Date 02/09/20M Tiae 10-09:01 3 of 3 Pss
lb-1 2005-0011%19
]rook 2274 Paw 557
Exhibit A
lii act containing 8.85 acres as shown on that map prepared by Kendall E.
, Prof . nal Land Surveyor, dated January 17, 2005, and indentified by the
fall ing l e d: ` URVEY FOR TRENT RIVER BUILDERS, INC". This map is of
reco n at abin H, Slide 12-H, Craven County Registry and further reference is hereby
made to sa map mor mplete and accurate description of this property by metes and
bounds. \\ n
This conveyance is ad'e sub' to cc s easement as more full described in Deed
Y Y
Book 772, Page 289; 8 , Page �-B k 936, Page 77�4, in the office of the
Register of Deeds of Crav Count , n
Book:2274.Paoe:555