SW7061230_HISTORICAL FILE_20070201

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
U l Dai D�
YYYYMMDD

Oli- -P"r, /o Cc
Permit Number � SW7061230
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
samir.dumpor
Central Files: APS _ SWP _
7/25/2016
Permit Tracking Slip
Status
Project Type
Active ?
Major modification
Version
Permit Classification
i1.10
Individual
Permit Contact Affiliation j '-
Coastal SWRule /l ZZ% �'V»q%(x✓
Coastal Stormwater - 1995 J 1 iL� // VYI Jw
Permitted Flow ✓J+
Facility
Facility Name Major inor Region
Craeberne Forest Subdivision �, (fJ7n f" 2'v"`� w sf / cam'
i or Washington
Location Address County
(,5Kl �'^�p r� Rvri,
Trent Creek Rd 1223 / � I7 S' ; � � Craven
Facility Contact Affiliation
New Bern NC 28560
Owner H�/T -✓<.5. Ziv ,wc.e�occ 7� .
Owner Name P S t Q A e
Owner Type 447
, Individual V
Patrick McCullough
Owner Affiliation
jJa-fi ram„_ jPatrick McCullough �.� jr/v= 2_43C, (O
PO Box 778
Dates/Events Havelock NC 28532
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice L10131120,07)
Effective % Expiration
`2/1/2007 7/11/2007 10/31/2007 10/31/2021
Regulated Activities Requested /Received Events
Slate Stormwater - General Permit Deed restriction requested
State Stormwater - HD - Detention Pond /� Deed restriction received
Additional information requested 9/28/07
274 S r✓ ( r S Additional information requested 8/17/07
fAdditional information requested 10/12/07
Additional information received 10/22/07
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Outfall
Waterbody Name W l /SV11
101 (n!gp_ il4 QKeVA W0 CQ-J_/
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Additional information received 10/5/07
Additional information received 9/12/07 /
Engineer/tech specialist certification received 1114111 jJY)1 DJ
Streamindex Number Current Class , Subbasin

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Inaccordancewith Idle 15 NCAC 2H.1000, the Coastal Stommwater Management Regulations, deed
restrictions and protective covenants are required for High Density ReaMetttial Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
"built -upon" area consistent with the design criteria used to size the stormwater control facility.
I. PatrickMph _ , acknowledge, affirm and agree by my signature below, that
I whll cause the of owing sect etstrctiona and covenants to be recorded prior to the sale of any lot:
1. The hollowing covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Qualty
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stomhwater management permit
3. These covenants are to run with the land and be binding on all persons and parties claiming
Under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is square feet. This allotted
amount includes any built -upon area constructed wee k —property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the pavement Built upon
area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
OR, N the proposed built -upon areas per lot will vary, please REPLACE 66 above with the
followin
6. The maximum built upon area per /at, in square feet, is as listed below.•
This alWed amount includes any built upon area constructed within the kit property boundaries,
and that portion of the rqMof-way between the hunt lot line and the edge of the pavement. Burst
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, atom, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the bud -upon areas on the Int must drain into the permitted system. This may be
accomplished through a vanety of means including roof drain gutters which drain to the street
grading the lot to drain toward t►e street or grading perimeter swales to cppeG the lot runoff
and directing them into a component of fhe stomrwater cdlection system. Lots that will naturalty
drain into the cyst/e/ mar-e not �equ�ir��d to prov de ties%e additiaral measures, /
Signature:
I• Bath Shrmms a Notary Public in the
State of North (amlina County Of _ L4ave7
do hereby cedify that Pack McCr71 personalty appeared
before me this the 1st day of 20_C2_, and acknowledge
the d execution of the foregoing instrument Witness my hand and officlal lUrrurrr
SMry IO�s�''
Signature
My commission expires 22 = NOTARY
•
PUBLIC

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ATTACHMENT 1
Allowable Built -Upon Areas
Craeberne Forest - A Planned Unit Development
Trent Creek Road
New Bern, North Carolina
Lot Numbers 1 - 162 & 197 - 274 2,160 SF
Lot Numbers 163 - 196
Patrick McCullough, Owner
North Carolina
Craven County
3.108 SF
September 5, 2007
Date
1, Beth Simmons, a Notary Public for said County and State, do hereby certify that Patrick
McCullough personally appeared before me this day and acknowledged the due execution of the
foregoing in0went.
� SIM/?�
Wit ` � �y hand anc ial seal, this the 5" day of September, 2007.
NOTARY
(Off
fial S@BLIC
�6 Beth Simmons, Notary Public
p,I ENIrQ'` ���
My commission expires April 22, 2009.

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Permit Number SW7061230
Central Files: APB _ SWP _
7/14/2015
Permit Tracking Slip
Program Category
Status
Project Type
State SW
Active
Major modification
Permit Type
Version
Permit Classification
Stale Stormwater
1.10
Individual
Primary Reviewer
samir.dumpor
Coastal SWRule
Coastal Stormwater - 1995
Permitted Flow
Facility
Permit Contact Affiliation
Facility Name z %� S-ry / 7S 5.16cQ. Major/Minor Region
Craebeme Forest Subdivision U f/ f Minor Washington
w�(�) wP. �eo
Location Address / County
Trent Creek Rd Craven
New Bern INC 28560
Owner
Owner Name
Patrick McCullough
Facility Contact Affiliation
J-OE Aro s �3j7— Da6g
Owner Type
Individual
Owner Affiliation 67
Patrick McCullough
PO Box 778
Dates/Events Havelock NC 532
-W e-s ak
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/1/2007 7/11/2007 10/31/2007 10/31/2007 10/31/2021
Regulated Activities
Requested /Received Events
State Stormwater - General Permit
Deed restriction requested
State Stormwater - HD - Detention Pond
Deed restriction received
11��
f
5- wP dw- ovl7Q
Additional information requested
9128/07
r
Additional information requested
8/17/07
Additional information requested
10/12/07
Additional information received
10/22/07
Additional information received
10/5107
Additional information received
9112107
�Engineedtech specialist certification received
... 1/14/11 /
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Ouffall
Waterbody Name �,/, lS Streamindex Number Current Class Subbasin
d.-, G..,�
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October 17, 2007
AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
RECO IEDD
Mr. Samir Dumpor, PE OCT L L 2007
Environmental Engineer p����
State of North Carolina Op�pG�7�—tltldnlR0
Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Re: Additional Information, Stormwater Review SW7061230, Craeberne Forest — A
Planned Unit Development, Craven County
Dear Samir:
The following additional information and clarifications are provided in response to your
letter of October 12, 2007 for the above -referenced project.
Enclosed please find three copies of revised sheets C4, C9 and C 11 which show a piping
system to be installed to direct the stormwater from the area in question to pond 43. The
piping system will be installed in the right-of-way of the street.
The previously submitted drainage pattern map will remain unchanged since the runoff
will still go to pond 43. The calculations remain unchanged since we will not be
introducing any new runoff.
We appreciate your assistance with this project. Should you have any questions, please
do not hesitate to give me a call.
Sincerely,
'i - 62/z .
ep AvoIis, PE
wide

�Y
Mid=1 F. Easlc}', Governor
William G. Ross Jr, Saxeruyy
North Carolina Deparanent of Environment and Natural Rcsotuar
Colcen H. Sullins, Director
Division of Waia Qualin.
n October 12. 2007
Patrick McCullough
P.O. Box 778 _
Havelock, NC 28532
!� Subject: Stormwater Review SW7061230
Craeberne Forest — A Planned unit Development
Craven County
Dear Mr. McCullough:
This office received a Coastal Stormwater Permit Modification Application and plans for the subject
project on July 11, 2007. A preliminary review of the project indicates that before a State Stormwater permit can
be issued the following additional information is needed.
1. As shown on pages C4 and C9 of the plans, and per additional information provided it appears that the
portion of Brookshire Drive (from station 12-58 to cul-de-sac) and a portion of Westly Drive (from station.
4+00 to the intersection with Brookshire Drive) will be discharging as overland flow to existing 404
wetlands. As per your explanation, that this runoff eventually will make its way to pond =3, the onlc logical
way to reach pond #3 is through the wetlands, draining the wetlands and all surrounding drainage area to
said wetlands. As proposed this system cannot be permitted. Please revise. The plans show that the
Drainage Area to Pond #3 includes the above area. Please revise the drainage pattern and associated
calculations if needed.
2. Please provide two copies of signed and sealed revised sheets and calculations.
The above requested information must be received in this office prior to November 12, 2007 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all required
items including the application fee. If you need additional time to submit the required information, please mail
or fax your request for time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules recuire that the permit be issued prior to anv
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to S10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please
feel free to contact me at [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: Joseph Avolis. PE, Avolis Engineering PA
Wasliifigtor Regtonal.Of ce:
1JO:[II',. arOhllil DIV:SIOII C�11'u:ao:IaI:Tj.;min_^m➢ fc_lona!'Dfa_r :'ftnm `Jir'o;Fi
V, z hmptos

AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
October 3, 2007
Mr. Samir Dumpor, PE
Environmental Engineer
State of North Carolina
Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
�1M Q •�.1t �.�.
OCT 0 5 2007
Re: Additional Information, Stormwater Review S W7061230, Craeberne Forest — A
Planned Unit Development, Craven County
Dear Samir:
The following additional information and clarifications are provided in response to your
letter of September 28, 2007 for the above -referenced project.
1. 1 have enclosed revised plan sheets C4 and C9 showing the Swale flow at the end of
the cul de sac discharging as overland flow. This runoff eventually makes its way to
pond 0.
2. Enclosed please find the executed Deed Restriction Documents.
3. Enclosed please find revised sheets 1 and 3 indicating the basin bottom elevation as
19.8.
We appreciate your assistance with this project. Should you have any questions, please
do not hesitate to give me a call.
Sincerely,
4ItC. olis, PE
nt

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
September 28, 2007
Patrick McCullough
P.O. Box 778
Havelock, NC 28532
Subject:
Dear Mr. McCullough:
Coleco H. Sullins, Director
Division of Water Quality
Stormwater Review SW7061230
Craeberne Forest — A Planned Unit Development
Craven County
This office received a Coastal Stormwater Permit Modification Application and plans for the subject
project on July 11, 2007. A preliminary review of the project indicates that before a State Stormwater permit can
be issued the following additional information is needed.
1. As shown on page C9 of the plans, it appears that the portion of Brookshire Drive (from station 12+58 to
cul-de-sac) and a portion of Westly Drive (from station 4+00 to the intersection with Brookshire Drive) is
draining through a swale, away from the Pond # 3. The plans show that the Drainage Area to Pond #3
includes above mentioned area. Please revise the drainage pattern and associated calculations if needed.
2. The Division of Water Quality has recently adopted new standardized Deed Restriction Documents for
specific Projects. These new Documents were distributed to the Engineering and Developers Community
through our Workshops and mass mailings. Please find attached one of these Documents. Provide signed
and notarized deed restriction document with allowable impervious area per lot.
3. Revise sheets 1 and 3 of the Wet Detention Basin Supplement to show the Basin Bottom Elevation of 19.8
instead of 20.0.
4. Please provide two copies of signed and sealed revised sheets and calculations.
The above requested information must be received in this office prior to October 28, 2007 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all required
items including the application fee. If you need additional time to submit the required information, please mail
or fax your request for time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please
feel free to contact me at [phone].
--Sr�i—nceerely,
—.1 c
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: Joseph Avolis, PE, Avolis Engineering, PA
LWashington_Regional Office No"�nCarolina
,Nalumilb,
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet h2o.encstate.mus 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recydedn0% Post Consumer Paper

AVOLIS ENGINEERING, P.A.
zl�3 P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
September 10, 2007
Mr. Samir Dumpor, PE
Environmental Engineer
State of North Carolina
Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
SEP 12 2007
DWQ-WARD
Re: Additional Information, Stormwater Review SW7061230, Craeberne Forest — A
Planned Unit Development, Craven County
Dear Samir:
The following additional information and clarifications are provided in response to your
letter of August 17, 2007 and our telephone conversation of September 7, 2007 for the
above -referenced project.
1. We have corrected the impervious area square footage for the basin information to
match the surface area tabulation and the numbers presented in the calculations.
2. We have revised the receiving stream name to Hayward Creek vs. Haywood Creek.
After further study of the USGS topographic map, we have added a second stream, UT to
Wilson Creek, which drains the large wetland portion of the land where no development
is occurring. Both streams are classified as C;Sw;NSW.
3. We have revised the receiving stream names on sheet C1 of the plans.
4. We have added a benchmark at each of the pond or forebay areas to help assist with
determining the sediment cleanout levels.
5. We have enclosed a signed and notarized deed restriction document showing the
allowable impervious area per lot.
6. As we discussed by telephone, this project has four basins. The basins are connected
with large diameter pipes. Basin #3 is the final basin to which the other ponds drain.
Basin #3 has the only outlet structure. Basin 43 alone has a surface area of 141,855
square feet compared to the SA/DA requirement of 101,677 square feet. We are treating
the other ponds as forebays. With all four basins/forebays combined, the provided pond
surface area is 270,359 square feet. We have added to sheet C4 of the drawings the
delineation of the drainage areas for all of the forebay areas and the pond total surface

Mr. Samir Dumpor, Pr
September I O, 2007
areas. We have also included and expounded on this information in a revised stormwater
management narrative which we have attached.
We have also added a forebay area into drainage basin 43 to treat the runoff entering the
pond from the west.
7. We have enclosed two signed and sealed copies of all revised drawings, calculations
and other information required.
We appreciate your assistance with this project. Should you have any questions, please
do not hesitate to give me a call.
Sincerely,

Zk AVOLIS ENGINEERING, P.A.
�� P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
STORMWATER MANAGEMENT NARRATIVE
Craeberne Forest— A Planned Unit Development
Trent Creek Road
New Bern, North Carolina
Stormwater Review SW7061230
This project proposes the development of a 130.13 acre undeveloped wooded tract into a
274 lot residential subdivision. The subdivision will have an overall built -upon area of
20.1%. The project will result in the development of high density pockets and will have a
collection system. Therefore, a stormwater detention pond system is proposed in order to
meet the treatment requirements for the runoff from the one inch storm.
The western side of the site consists of a large area of 404 wetlands and undeveloped
uplands. This area will remain undeveloped and will not drain to the detention pond
system. The undeveloped area drains to a different stream (UT to Wilson Creek vs.
Hayward Creek).
Stormwater runoff from the developed areas of the site will be collected in a curb and
gutter roadway system primarily. The main entrance road will have a grass swale
section. There are four ponds located along the entrance road to collect the stormwater
runoff. The four ponds are all connected in series with large diameter pipes with invert
elevations below the permanent pool Ievel. The last pond in the series, basin #3, is the
only pond with an outlet structure. All project runoff from the developed areas ultimately
drains through basin #3.
All pond areas have a permanent pool depth of four feet. The SA/DA requirement for the
project is 2.48% to meet the 90% TSS removal criteria. This value equates to a required
pond surface area of 101,677 square feet. Basin #3 alone provides a total permanent pool
surface area of 141,855 square feet. All four basins combined provide a total pond
surface area of 270,359 square feet which is 266% of the minimum required surface area
at the permanent pool elevation.
The project also has a small pond shown as lake #5 on the northern side of the project.
This pond is not included as a part of the stormwater treatment system although it will
provide some benefit. This pond area is primarily a collection point for runoff in the area
which is directed further downstream to the detention pond system.
The final stormwater pond #3 also receives some stormwater runoff directly along its
western and northeastern sides. Forebay areas are formed into these areas of this final
pond to provide pretreatment of this runoff. vv1tCgR
15360
1
C9

REVISED STORMWATER CALCULATIONS
Craebern Forest — A Planned Unit Development
Trent Creek Road
New Bern, North Carolina
STORMWATER REVIEW 9SW7061230
Prepared by:
Avolis Engineering, PA
PO Box 15564
New Bern, NC 28561
[phone]
[phone] (FAX)
September 10, 2007
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page I
0„ Mdrograph
Summary Rep Maximum description
raph Maximum
�ydrog inflow storage
y Return el (cult)
ouft)
'Time7lme to volume petiod I Vd(s) (ft)
Hyd. dro9roph Flow inters, peal, (Yrs)
HYpeak (tuft) UNDEVELOPED AREA
No type (coal (min) (m UNDEVELOPED AREA
(origin) 1
852 205,337
6 10 � WOODED PRE-D
EV
SCS Runoff 6
11.81 846 567,116 '
1 _ --- — WOODED PRE-D
EV
33.78 1
$OS Runoff 972 471 426 1 YR POST DEV
2 6 10
17 18 1 380,994
3 $CS Runoff 6 954 _. 1ryyR POST OEV
53 01 1
$CS Runoff 732 575,420 � 10-� POST DEV
4 6 10 840,246
134.67 1,504,280 2692 5 SCS Runoff 6 732 6 1"yR POST DEV
347.94 1 116,002 10 451 504
6 SCS
Runoff 780 3 25.72
7 514 6 1824 160,E 1
Reservoir
8 Reservrr 0.1
Run date: 06-21-2007
10F file: NEW BERN.IDF
�`—
GPW
prol. file: Ne`N.

page
Hydrograph Report
Hyd. N0. 7 = 51.26 cfs
T DEV Peak discharge = 6 rain NE COMBI
10-YR 13 Time interval = CRpEBER
vAyra h type = Reservoir Reservoir name = .40,246 tuft
Stormfreqrog Puency = 10 yrs Max. Storage
to = 6 �,116,062cuH
Inflow hyd. No. = 26.92 ft Total voWrte=
Max. Elevation
store9e Inalceuon meNoa used. Wr D outflow
Table Wr g Wr C cfs efs
Hydrograph Dischargeclv c Clv D vvr A efs efs Clv A Clv B cfs efs efs _ 49.50
Time Inflow Elevation cfs cis - 33.84 40 44
ft 15.6628.70
imin) cfs - 13.26 27.19 V-3
26.87 56.99 - 1p.91 20.83 12.
36.10 45.36 87 18.07 8.49
810 26.58 28.70 9'17.69 7.13
900 22.239.73
990 13.82 26.29 12.38 17.55 6.63
1080 9.62 26.14 8.49 9.66 17.50 5.31
7.13 9.61 17.37
1170 8.01 26.13 6.63
1260 6.74 5.01
5 26.13 5.31 -
�440 26.12
...End

Reservoir Report
Page 7
English
Reservoir No. 1 - CRAEBERNE COMBINED
Pond Data
Pond storage is based on known contour areas
Stage I Storage Table
Stage
Elevation
Contour area
Incr. Storage
Total storage
ft
ft
sqft
cuft
cuft
0.00
24.20
280,359
0
0
0.80
25.00
295,181
230,216
230,216
1.80
26.00
318,396
306,788
537,005
2.80
27.00
342,643
330,520
867,524
Culvert 1 Orifice Structures
[A] [B] [C] [D]
Rise in
= 24.0
0.0
0.0
0.0
Span in
= 60.0
0.0
0.0
0.0
No. Barrels
= 1
0
0
0
Invert El. ft
= 24.10
0.00
0.00
0.00
Length ft
= 2.0
0.0
0.0
0.0
Slope %
= 0.00
0.00
0.00
0.00
N-Value
= .013
.000
.000
.000
Drill. Coeff.
= 0.60
0.00
0.00
0.00
Multistage
= -
No
No
No
Stage / Storage I Discharge Table
Weir Structures
[A]
[B]
[C]
[D]
Crest Len ft
= 1.2
3.8
0.0
0.0
Crest El. ft
= 24.20
24.80
0.00
0.00
Weir Coeff.
= 3.00
3.00
0.00
0.00
Eqn. Exp.
= 1.50
1.50
0.00
0.00
Multistage
= Yes
Yes
No
No
Tailwater Elevation = 0.00 ft
Note: All ouCl"s have Seen analyzed uncei
Stage Storage Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Discharge
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00
0
24.20
0.02 - -
- 0.00
0.00 -
- 0.00
0.08
23,022
24.28
0.04 - -
- 0.08
0.00 -
- 0.04
0.16
46,043
24.36
0.06 - -
- 0.23
0.00 -
- 0.06
0.24
69,065
24.44
0.08 - -
- 0.42
0.00 -
- 0.08
0.32
92,086
24.52
0.10 - -
- 0.65
0.00 --
- 0.10
0.40
115,108
24.60
0.12 - -
- 0.91
0.00 -
- 0.12
0.48
138,130
24.68
0.14 - -
- 1.20
0.00 -
- 0.14
0.56
161,151
24.76
0.16 - -
- 1.51
0.00 -
- 0.16
0.64
184,173
24.84
0.19 -
- - 1.84
0.09 -
- 0.19
0.72
207,194
24.92
0.21 - --
- 2.20
0.47 --
-- 0.21
0.23
0.80
230,216
25.00
0.23 -
- - 2.58
1.02 -
-
Continues on next page...

7 - Reservoir -10 Yr - Qp = 51.26 cfs
400
300
U
w
200
CY
100
0
0 50 100 150
Time (hrs)
/ Hyd. 6 / Hyd. 7

51-Zf- RIP W ourIde—r P"McT7w-) Fo-R- &465
24" Rcp t 05 4�
CA,,C44_4 /�Jt 7 ,PIC+(, •C*' r-7);2 5rn44r 15E.erno,)
FWo'n = g 0U, x 31' = Z9;goo,5F = 0,(¢ yc,
Slacko<hLK 9oU'x4l= 3,600 Sr- _ 0,0$3 Ac,
Htw3e5
31 6f&* *-
/g/&
5-4o, 296 St =
/-Zg Ac.
Olzi oC5
= 3/ ! 4cv#
9e S/ 55G =
� �,Siss�= =
0,4o X-,,
G fLASS =
c=
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4 ao
o.4o)(0,9s +
s z�
(0. &)(4• q i,)IH4 s, 2-4- ,lc'} =
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X-
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Z4' "PE. rreom U5-d/I
C= 0•(e(
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4 ck'5
a.
C��: �„ 14' W 70+ 6& 14'=I6'
drnax
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5-3 CFs M,+x/ 0 U rFw �
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Yv*�D OF,d = 543 efs
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5� I�- ouft,E.f
= 000,30 PiAillvep 54P
!Sa .
V=-
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WATE9
�A t
August 17, 2007
Patrick McCullough
P.O. Box 778
Havelock, NC 28532
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Subject: Stormwater Review SW7061230
Craeberne Forest — A Planned Unit Development
Craven County
Dear Mr. McCullough:
This office received a Coastal Stormwater Permit Modification Application and plans for the subject
project on July 11, 2007. A preliminary review of the project indicates that before a State Stormwater permit can
be issued the following additional information is needed.
b� Clarify which Impervious area is correct (Stormwater Application form, page 2 table, Drainage Area 1).
V 2. Revise the receiving stream name to Hayward Creek.
✓3. Revise plan sheet C1 for receiving stream name.
J4. Provide a Benchmark for sediment removal for each wet pond.
5. Provide signed and notarized deed restriction document with allowable impervious area per lot.
6. It is impossible to determine the Stormwater model on this project. Multiple ponds with inlets in both
forebay and main ponds will not achieve the 85% TSS removal. Delineate drainage areas to each pond and
direct all inlets to forebays. Provide Wet Detention Supplements for all ponds. Provide all necessary
information and calculations for each pond. If the last pond in this system has large enough Surface area to
handle all of the runoff, than care should be taken that all stormwater runoff is directed to the forebay of
last pond. Please revise
7. Please provide two copies of signed and sealed revised sheets and calculations.
The above requested information must be received in this office prior to September 17, 2007 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all required
items including the application fee. If you need additional time to submit the required information, please mail
or fax your request for time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
One
rCarolina
ur'711
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone]
Internet: h2o.enr.state.nc.us 943 Washington Square Mall, Washington, NC 27889
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
Customer Service
1-877-623-6748

Please reference the Stormwater Project Number above on all correspondence. If you have questions, please
feel free to contact me at [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: Joseph Avolis, PE, Avolis Engineering, PA
(Washington Regional Offce

AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • (252) 633=0068
REVEW
June 25, 2007
Mr. Al Hodge
Environmental Engineer
Water Quality Section
NCDENR
943 Washington Square Mall
Washington, NC 27889
RE: Craebeme Forest - A Planned Unit Development
Trent Creek Road, New Bern, North Carolina
AE Project No. 06137
Dear Al:
JUL 1 1 2007
DWQ-WARD
Enclosed please find our Stormwater permit submittal for the above -referenced project consisting
of the following:
• Stormwater Permit Application including Narrative (Original and One Copy)
• Project Plans (Two Sets)
• Soils Report (Two Copies)
• Project Calculations (Two Copies)
• $420 Application Fee
It is requested that the enclosed application be reviewed and approved at your earliest
convenience.
Should you have any questions or need any additional information, please do not hesitate to call.
Sincerely,
4Presidnt

SOILS REPORT
Craeberne Forest - A Planned Unit Development
Trent Creek Road
New Bern, North Carolina
Lake #1
June 22, 2007-
JUL 1.1 2007
DAf4Q-VgAt in
l%V
The Craven County Soil Survey indicates that the soil type in the area of Lake #1 is Torhunta.
Torhunta is a Drainage Class C Soil.
Torhunta is described as a fine sandy loam in the upper 12 inches and a loamy sand at the deeper
depths to be disturbed by the construction of the detention lake.
A soil boring conducted in the area of Lake #1 indicated the following soil conditions:
' >"-Phffi-,
b .4� 'i
t DESCRIPTION* ^:
��®A�1idSS�t �Os
0 - 6 Inches
Black, Moist Top Soil
6 Inches - 12 Inches
Brown Clayey Sand
12 Inches - 24 Inches
Brown & Black Clayey Sand Loam
24 Inches - 36 Inches
Coarse Clayey Sand
36 Inches - 48 Inches
Light Brown Clayey Sand
48 Inches - 72 Inches
Light Tan Clayey Sand
The seasonal high groundwater depth was 3.5 feet with a ground surface elevation of 26.0 feet.
The seasonal high ground water elevation is 22.5 feet.
The soils in the area of Lake 91 differ from the general soil description data. A clay lens is
present at a depth of 2' - 3'. The remaining soil is a good material that can be satisfactorily used
on the site. The soil and the seasonal high groundwater table are satisfactory for the construction
of the lake.

Craeberne Forest - A Planned Unit Development
Trent Creek Road
New Bern, North Carolina
Lake #2
June 22, 2007
The Craven County Soil Survey indicates that the soil type in the area of Lake #2 is Torhunta.
Torhunta is a Drainage Class C Soil.
Torhunta is described as a fine sandy loam in the upper 12 inches and a loamy sand at the deeper
depths to be disturbed by the construction of the detention lake.
A soil boring conducted in the area of Lake #2 indicated the following soil conditions:
., . , DEPT r : °`_: .
�s.
!DESCRIPTION M91.
0 - 8 Inches
Sandy Loam
8 Inches - 40 Inches
Light Brown Sandy Loam
40 Inches - 72 Inches
Brownish White Coarse Sand
The seasonal high groundwater depth was 3.5 feet with a ground surface elevation of 27.6 feet.
The seasonal high ground water elevation is 24.1 feet.
The soils in the area of Lake #2 differ from the general soil description data. The soil in the
boring location was observed to have a sandy texture beginning at a depth of 40 inches below the
surface. The soil is a satisfactory material that will otherwise be able to be used as fill on the
site. The soil and the seasonal high groundwater table area satisfactory for the construction of
the lake.

SOILS REPORT _
Craeberne Forest - A Planned Unit Development
Trent Creek Road
New Bern, North Carolina
Lake #3
June 22, 2007
The Craven County Soil Survey indicates that the soil type in the area of Lake #3 is Torhunta.
Torhunta is a Drainage Class C Soil.
Torhunta is described as a fine sandy loam in the upper 12 inches and a loamy sand at the deeper
depths to be disturbed by the construction of the detention lake.
A soil boring conducted in the area of Lake #3 indicated the following soil conditions:
FOR EPTHkJSCRIPT
ON, r•
0 - 6 Inches
Dark Top Soil
6 Inches - 12 Inches
Tan Clayey Sand
12 Inches - 24 Inches
Brown Clayey Sand
24 Inches - 42 Inches
Dark Grey Sandy Clay
42 Inches - 52 Inches
Grey Clay
52 Inches - 60 Inches
Coarse Sand with Some Clay
60 Inches - 72 Inches
Grey Coarse Sand
The seasonal high groundwater depth was 4.0 feet with a ground surface elevation of 27.0 feet.
The seasonal high ground water elevation is 23.0 feet.
The soils in the area of Lake #3 differ from the general soil description data. A sandy clay lens is
present from a depth of 24 inches - 42 inches. The soil still remains as a good material that can
be satisfactorily used on the site. The soil and the seasonal high groundwater table are
satisfactory for the construction of the lake.

SOILS REPORT
Craeberne Forest - A Planned Unit Development
Trent Creek Road
- New Bern, North Carolina
Lake #4.
June 22, 2007
The Craven County Soil Survey indicates that the soil type in the area of Lake #4 is Croatan.
Croatan is a Drainage Class D Soil. The lake is located in the area where the Torhunta and the
Croatan soil types change.
The Croatan soil type is described as a sandy loam or sandy clay loam at the depths to be
disturbed by this project.
A soil boring conducted in the area of Lake #4 indicated the following soil conditions:
1
U6auatd u�Ein+arnt.-Ls3% y�`�9 iA
0 - 8 Inches
DESC ON
',T_ amfazw:ivs?mev c^.ohne
Dark Top Soil
8 Inches - 24 Inches
Light Brown Loam
24 Inches - 36 Inches
Brown Loam
36 Inches - 72 Inches
White Sand
The seasonal high groundwater depth was 4.2 feet with a ground surface elevation of 28.2 feet.
The seasonal high ground water elevation is 24.0 feet.
The soils in the area of Lake #4 differ from the general soil description data. The Drainage Class
D is not considered to be an accurate characterization for the loamy material and the sands that
exist at 36 inches of depth. The soils are very good materials and will be used on the site where
shaping is needed. The seasonal high groundwater table elevation is satisfactory for the
construction of the lake.

Craeberne Forest - A Planned Unit Development
Trent Creek Road
New Bern, North Carolina
Lake #5
June 22, 2007
The Craven County Soil Survey indicates that the soil type in the area of Lake #5 is Torhunta.
Torhunta is a Drainage Class C Soil.
Torhunta is described as a fine sandy loam in the upper 12 inches and a loamy sand at the deeper
depths to be disturbed by the construction of the detention lake.
A soil boring conducted in the area of Lake 45 indicated the following soil conditions:
z °Et
'IRON
0 - 8 Inches
Dark Brown Loamy Sand
8 Inches - 24 Inches
Brown Loamy Sand
24 Inches - 36 Inches
Light Brown Clayey Sand
36 Inches - 48 Inches
Light Brown Sand
48 Inches - 72 Inches
Whitish Sand
The seasonal high groundwater depth was 4.0 feet with a ground surface deviation of 27.9 feet.
The seasonal high ground water elevation is 23.9 feet.
The soils in the area of Lake #5 closely match the soil survey description in upper 36 inches.
Below a depth of 36 inches, the soils become sandy versus a loamy structure.
The soil is a good material which will be used on site as a shaping material. The soil and the
seasonal high groundwater table are satisfactory for the construction of the lake.

AM

F6Y ST -k QLAOOEOD a4lr DedetofM4
�osGp�, c. Avc trs, P�
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES`*',�
Division of Water Quality - Stormwater Permitting Unit
JUL 1 12007
COASTAL STORMWATER APPLICATION CHECKLIST
The -following items are considered when reviewing an application in accordance with T15A:02H.1000,
Stormwater management. This checklist is intended to (1) assist the reviewers in maintaining consistency
during the review process and (2) facilitate communicati6h between the reviewer and applicant. It is not
intended to: replace information (including other lists) which may be part of the application form,
supplements, BMP manual or the regulations. Nor is it intended to bypass best professional judgement with
respect to the sufficiency of the information submitted.
This double sided page lists those items impacting "Application Completeness'. 'Project Types and
Supplements' follows the checklist and provides an overview of low density, general, and high density
projectt; and the associated supplement forms. The latest versions of all referenced fors and documents
may be obtained on-line at http://h2o.enr.state,nc.us/su/Fbrms Documents.htm.
APPLICATION COMPLETENESS
1) Stormwater Permit Application Form (SWU-101)
a. Original and one copy are provided. The copy will be returned to the applicant with the
permit.
b. ✓AII items of the application are completed
C. ZNamed applicant is an owner or corporation
d. 111A_ For corporations, registration with the Secretary of State is verifiable on the online
d�abase.
I;. t/ Signing official is the owner, a corporate President or Vice President, or an LLC
member/manager. Documentation is required verifying LLC member status. If the perittee
wishes to delegate signature authority, a signed letter from the applicant must be provided
and it must include the name, title, mailing address and phone number of the authorized
;v�R
er
f. eceiving stream classification is correct.
g. _ubmittal requirements are initialed by hand.
h. Original signature is provided under applicant certification.
2) Plans
a. Two copies are provided. The copy will be returned to the applicant with the permit.
b. _;;�' Plan is based on a topographical survey.
C. ✓ Development / project name is consistent with the application for.
d. Engineer name, fir and seal are located on each page of the plans. For low density
prpjects not requiring engineered storwater controls, the plans need not be sealed.
e.' ✓Legend is provided including north arrow, scale, and plan details.
f. �_ Location map is shown with named streets or NCSR numbers and distance to nearest
town or city.
g. ✓ Date is listed.
h. 11 Revision number & date are listed, if applicable.
i. V;e Property and project boundaries are included.
j. 7 Wetlands are delineated, or a note on the plans states that none exist.
k. 7 Other geologic features are included: rock outcrops, streams, lakes, ponds, etc.
I. tdPF Mean high water line is identified, if applicable.
m. V Drainage areas are delineated, including all off -site contributions.
n. 7 Existing contours, proposed contours, spot elevations, and finished floor elevations are
cl arly shown.
o. Built -upon areas, existing and planned and including buildings, roads, etc. are shown.
p. _ Lots and or building numbers are labeled.

q. ZStormwater conveyance and management systems are shown. These include level
spreaders, side swales, wet detention ponds, infiltration trenches and basins, etc.
r. t1 For wet ponds, average depth is consistent with maximum depth.
s. vZ Monitoring wells or benchmarks are located.
t. �,/ Drainage easements and pipe sizes are identified.
u. ✓Vegetated buffers (where required) are labeled.
v. lIAVegetated filters (where required) are identified.
w. AA_ Level spreaders (where required) are identified.
x. y Dimensioned typical unit footprint for multi -unit developments are given.
y. we Details of roads, parking, cul-de-sacs, sidewalks, and collection systems are shown.
z. �_ Details of stormwater control measures are included.
aa., Vegetative stabilization plan is included.
3) Supplement Form(sl — these are general supplement requirements; see the following page for
further information on specific project types.
a. ✓ One original and one copy are provided. The copy will be returned to the applicant with the
permit.
b. \/ Correct supplements are provided for each drainage area.
c.=>All"itemlem s'on the suppent(s),are+completed - . --
--- - — —
d. ✓ Project information is consistent with the application and plans.
e. Z Operation and Maintenance agreement for engineered stormwater systems including curb
outlet systems is signed and notarized.
4) ✓Fee - $420 made payable to NCDENR is enclosed.
5) ✓Narrative - the existing and proposed site characteristics, use, drainage, and stormwater
management plans are clearly described.
6) Calculations
a. V Supporting calculations are provided for the numerical data submitted in the application
✓2d supplements.
b. For engineered stormwater controls, supporting calculations are signed and sealed.
7) Soils Report
a. ✓For projects with engineered stormwater controls, a soils report is provided.
b. On -site soil borings at the location of the proposed treatment system are included.
C. A soil profile and characteristics including the depth to the seasonal high water table
(SJ-IWT) is given.
soils map with the project location shown is provided.
the county
8) Vegetation Plan
A. ✓Temporary and permanent grass seeding specifications are provided.
b. \7 For projects with engineered stormwater controls, the plan includes additional species,
locations, spacing, soil preparation, fertilizer requirements, procedures and a schedule for
installation. The plan was prepared by a qualified individual.
V 9) Deed Restrictions - Deed restrictions are provided for subdivisions and projects with outparcels.
These are necessary to ensure ongoing compliance. Examples of appropriate forms for each type
of project are available upon request (reference document names and locations).
J:\WPDATA\WQS\State SW-TMA\SW Application Review Checklist revised (Updated 6118/07)

FINANCIAL RESPONSIBILITY/OWNERSHIP 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 phint:and,;if'^r�
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank:)''—' v'u
Part A. JUL 3 0 2007
1. Project Name Craeberne Forest — A Planned Unit Development ,
i# N tf`(1 Uf�tl
2. Location of land -disturbing activity: County Craven City or Township New Bern
Highway/Street Trent Creek Road Latitude N350-6.241' Longitude W77-8.181'
3. Approximate date land -disturbing activity will commence: August 1, 2007
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Residential
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 79.4
6. Amount of fee enclosed: $ 2,100 . 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 filed? Yes X No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Joseph C. Avolis, PE E-mail Address avolisengQlpmonline.net
Telephone [phone] Cell # 252-617-9333 Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Patrick McCullough & James Stallings 252-447-0865 252-447-2579
Name Telephone Fax Number
604 East Main Street 604 Fast Main Street
Current Mailing Address Current Street Address
Havelock NC 28532 Havelock NC 28532
City State Zip City State i _ _ Zip
10. Deed Book No. 2414 Page No. 738 Provide a copy of
Part B.
Person(s) or firm(s) who are financially responsible for the
comprehensive list of all responsible parties on an attached sheet):
Patrick McCullough& James Stallings patrickQbi:
Name E-mail Address
604 East Main Street 604 East Main Street
Current Mailing Address Current Street Address
oil current 6ed.5 I
JUL 2 7 2001
ig a tivity (Provide a
LAND QUALITY SEGT::
WASHINGTON REGIONAL Gri i1E
Havelock NC 2B532 Havelock NC 28532
City State Zip City State Zip
Telephone [phone] Fax Number 252-447-2579

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
City
State Zip
E-mail Address
Current Street Address
City State Zip
Fax Number
(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
Fax
State
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 be any change in the information provided herein.
Patrick McCullough & James
Type or print name
Signature
Owners
Title or Authority
Ac" 200'')
Date
I, Beth Simmons a Notary Public of the County of Craven
State of North Carolina, hereby certify that Patrick McCullough & James Stallings appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my`�@ SY'Itllt,(*r al seal, this ZL° � day Of �r\. 20 G
NOTARY = Notary
SAPBLIC
My commission expires April 22, 2009

EROSION AND SEDIMENTATION CONTROL PLAN
Craeberne Forest - A Planned Unit Development
Trent Creek Road
New Bern, North Carolina
Prepared for:
Mr. Patrick McCullough
Mr. James Stallings
P.O. Box 778
Havelock, NC 28532
Prepared by:
Avolis Engineering, P.A.
P.O. Box 15564
New Bern, NC 28561
[phone] Office
[phone] Fax
June 25, 2007
�uu IL
2 7 2001
LAND QUALITY SECTION
WASHIN— OT�ONAL OFFICE
. j

TABLE OF CONTENTS
1.0 Project Description..............................................................................................................I
2.0 Site Description....................................................................................................................I
3.0 Adjacent Property...............................................................................................................I
4.0 Soils......................................................................................................................................I
5.0 Planned Erosion and Sedimentation Control Practices....................................................I
6.0 Schedule of Erosion and Sedimentation Control Activities............................................3
7.0 Maintenance Plan................................................................................................................3
8.0 Vegetative Seeding...............................................................................................................3
APPENDICES
Appendix A Stormwater and Erosion & Sedimentation Control Calculations

1.0 PROJECT DESCRIPTION
This project will involve the development of a 130.1 acre site in order to construct a 270 lot
residential subdivision. The project will have curb and gutter streets, a public water and sewer
system and a series of detention ponds.
No Neuse Riparian Buffer areas exist on the subject property. Section 404 Wetlands exist on the
site as shown. The wetlands will be protected by silt fencing. The wetlands do not occur within
the areas to be cleared or developed at this time.
The area to be disturbed is 79.4 acres in size. A $2,100 land disturbance fee is submitted with
this permit application SINCE A FEE OF $1,900 was previously submitted in conjunction with
the land clearing only portion of this project (CRAVE-2007-040)..
2.0 SITE DESCRIPTION
The total site is 130.1 acres in size and is surrounded on all sides by woodsland with the
exception of a short distance bordered by a public road. The site has flat topography. A large
portion of the site is 404 wetlands, but there is not work proposed in this area.
3.0 ADJACENT PROPERTY
The site is bordered along the north, west and south by undeveloped woodsland.
The site is bordered along the east by a public road for a distance of approximately 600 feet. The
remaining land uses are undeveloped woodsland.
The land clearing proposed under this project will not affect any of the adjacent properties.
4.0 SOILS
The Craven County Soils Survey indicates the Torhunta soil type on the site. The soil is
described as a fine sandy loam in the upper 12 inches and a sandy loam below that depth.
5.0 PLANNED EROSION AND SEDIMENTATION CONTROL PRACTICES
Erosion and Sedimentation Control practices to be utilized on this land clearing phase of the
project include: Gravel Control Entrance, Grassing, Surface Preparation, Surface Stabilization,
Dust Control, Silt Fencing, Inlet Protection, Excelsior Matting and Rip Rap Outlet Protection.

Construction details and specifications for each planned erosion control device are included on
the project plans and are described in this Erosion Control Plan. This Erosion Control Plan will
become a part of the construction documents.
5.1 Gravel Control Entrance
A gravel control entrance will be constructed on the project site at the entrance off of
Trent Creek Road. This location will be the only project entrance. During wet weather, it
may be necessary to wash vehicle tires at this location to prevent the transport of soil onto
the adjacent areas. A detail of the gravel control entrance is included on the project
drawings. Any soil material transported onto the adjacent public road will be removed on
a daily basis or as needed.
5.2 Grassing
The areas disturbed by this project will be stabilized with grass as specified on the project
vegetation plan. Disturbed areas will be reseeded as necessary to establish an adequate
stand of vegetation.
5.3 Surface Preparation
All surfaces will be lightly roughened by discing prior to vegetating. The surfaces of the
slopes will be left in a loose condition and grooved on the contour.
5.4 Surface Stabilization
Surface stabilization will be accomplished with vegetation and mulching as specified in
the vegetation plan.
5.5 Dust Control
Dust will be controlled on the site by sprinkling should excessive dust be generated
during the course of construction.
5.6 Silt Fencing
Silt fencing will be utilized along the 404 Wetlands where they are near the clearing
activity. Due to the relatively flat nature of the site, the silt fencing expected to perform
satisfactorily. No significant amount of stormwater runoff will occur from the subject
property to adjacent properties.
2

5.7 Inlet Protection Devices
Inlet protection devices will be utilized at all catch basins which are all located within the
curb and guttered roadway. The inlet protection devices will retain sediment outside of
the structure where it can be removed on a regular basis. The device will help to prevent
sediment from entering the stormwater collection system.
5.8 Excelsior Matting
Excelsior matting is specified to stabilize the roadside swales along Savoy Boulevard
which is the only grass swale roadway. The matting will stabilize the bare earth while the
grass grows in.
5.9 Rip Rap Outlet Protection
Rip rap outlet protection will be provided at all pipes in order to prevent scour at the
downstream end. The rip rap outlet devices are provided at all pipe discharges regardless
of the flow.
6.0 SCHEDULE OF EROSION AND SEDIMENTATION CONTROL ACTIVITIES
Included on the project plans is the schedule of erosion and sedimentation control activities.
7.0 MAINTENANCE PLAN
Included on the project plans is the maintenance plan for the project.
8.0 VEGETATIVE SEEDING
Included on the project plans is the vegetative seeding schedule for the project.

lkt
�pF W A TF9w0.o Michael F. Easley, Governors Q
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
10
>_ y
O C Alan W. Klimek P.E. Director
Division of Water Quality
February 1, 2007
T+1kS> Yoc�Ex 'ey
Patrick McCullough
P.O. Box 778 F14r=:e:M\T ISSUt�
Havelock, NC 28532 o�7cgEr_ 3> t 2C�o7
Subject: Stormwater Permit No. SW7061230
Craeberne Forest Subdivision
General Permit -Clear and Grade
Craven County
Dear Mr. McCullough:
In accordance with your application to be covered under the State Stormwater General Permit for
Clearing and Grading a Proposed Site, received on December 21, 2006, we are forwarding herewith
the subject Certificate of Coverage Number SW7061230 to clear and grade a proposed development
site where the final design is not yet known and the developer has not requested the application be
placed on hold, under the subject General Permit. This permit is issued pursuant to the requirements of
North Carolina General Statute 143-215.1 and Title 15A NCAC 2H .1000, the stormwater management
rules.
The proposed Subdivision site includes a total of 130.1 acres. This permit is for clearing and grading an
area of 37.5 acres.
Please take notice that this Certificate of Coverage is not transferable except after notice to the Division
of Water Quality (DWQ). The DWQ may require modification or revocation and reissuance of the
Certificate of Coverage.
This permit does not affect the legal requirement to obtain other permits which may be required by the
Division of Water Quality, the Division of Land Resources, Coastal Area Management Act, or any other
Federal, State, or Local agency, law, rule, or ordinance.
If you need a copy of the General Permit, or have any questions concerning this permit, or need
additional information this matter, please contact either me or Samir Dumpor at [phone].
Acerely,
AI Hodge, legio65h�p�or
Surface Water Protection Section
Washington Regional Office
AH/sd: J:\ WPDATA\WQS\ State SW-SD\General Permits
cc: Joseph Avolis, PE, Avolis Engineering, P.A.
Craven County Building Inspections
„Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet: �c�cotnncmenlualiK.ory
943 Washington Square Mall Phone [phone]
Washington, NC 27889 Fax [phone]
None
rthCarolina
Natcaa!!rf
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

State Stormwater Management Systems
COC# SW7061230
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT GENERAL PERMIT NO. SWG030000
CERTIFICATE OF COVERAGE NO. SW7061230
CLEAR AND GRADE A PROPOSED SITE
In compliance with the provisions of North Carolina General Statute 143-215.1, as
amended, other lawful standards and regulations promulgated and adopted by the
North Carolina Environmental Management Commission, and 15A NCAC 2H.1000, the
Stormwater rules,
Patrick McCullough
is hereby authorized to clear and grade a proposed development site located at
Craeberne Forest Subdivision
Trent Creek Road
Craven County
to receiving waters designated as Unnamed Tributary to Hayward Creek, class C, Sw,
NSW waters in the Neuse River Basin in accordance with the provisions of the General
Permit for Clearing and Grading, No.SWG030000, 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 the subject project.
This Certificate of Coverage shall become effective February 1, 2007.
Si ned this the first day of February, 2007.
or an ime Director
Division of Water (duality
By Authority of the Environmental Management Commission
Page 2 of 2

State Stormwater Management Systems
Permit No. SWG030000
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT
TO CLEAR AND GRADE A PROPOSED SITE
UNDER 15A NCAC 2H .1000
In compliance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules and Regulations promulgated and
adopted by the North Carolina Environmental Management Commission.
All owners or developers of projects where either a CAMA Major Permit or a Sedimentation
Erosion Control Plan approval is required, and the proposed final development plan is not
known, are hereby authorized to clear and grade a proposed development site in compliance with
the General Permit conditions and the provisions of 15A NCAC 2H .1000 (hereafter referred to
as the "stormwater rules'), 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 general permit.
The General Permit shall become effective on September 1, 2003.
Signed this _131h_ day of August, 2003.
Original si ng ed by Alan W. Klimek P.E.
Alan W. Klimek, P.E., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

State Stormwater Management Systems
Permit No. SWG030000
PERMITTED ACTIVITIES
Until this permit is modified or rescinded, perm
proposed are authorized to clear and grade a
proposed site subject to the following standards. All stormwater runoff from these projects shall
be in accordance with the attached schedules as follows.
Section A — Final Limitation and Controls
Section B — Schedule of Compliance
Section C — General Conditions
STANDARD CONDITION FOR GENERAL PERMITS
This General Permit does not relieve the permittee from responsibility for compliance with any
other applicable federal, state, or local law, rule, standard, ordinance, order, judgement, or
decree.
GENERAL PERMIT COVERAGE
All persons desiring to be covered by this General Permit must register with the DWQ or
appropriate delegated agency by the filing of a Notice of Intent (NOI) and applicable fees. The
NOI shall be submitted and a certificate of coverage issued prior to the clearing and grading of a
proposed site.
Any owner or developer not wishing to be covered or limited by this General Permit may make
application for an individual Stormwater Management Permit in accordance with NCAC
2H.1000, stating the reasons supporting the request. Any application for an individual permit
should be made at least 90 days prior to the time the permit is needed.
This General Permit does not cover activities covered by an individual permit. Any person
conducting an activity covered by an individual permit but which could be covered by this
General Permit may request that the individual permit be rescinded and coverage under this
General Permit be provided.
The definition of any word or phrase in this General Permit shall be the same as given in Article
21, Chapter 143 of the General Statutes of North Carolina, as amended. Other words and phrases
used in the General Permit are defined in 15A NCAC 2H.1002.

State Stormwater Management Systems
Permit No. SWG030000
SECTION A: FINAL LIMITATIONS AND CONTROLS
During the period beginning on the effective date of the general permit, the Permittee is
authorized to clear and grade a proposed site. Stormwater runoff from the site shall be in
accordance with the following conditions:
I . Only clearing and grading activities are permitted. The permittee must submit a
modification and receive approval prior to the construction of any built -upon surfaces.
2. The clearing and grading activity approved for this site is subject to the Sedimentation
Erosion Control (SEC) requirements of North Carolina, therefore, a stormwater
management permit is required for any future development on any part of the project area
covered by the SEC plan.
3. Approved plans and specifications for projects covered by this permit are incorporated by
reference and are enforceable parts of the permit.
4. No new stormwater piping shall be allowed except that minimum amount necessary to
direct runoff beneath an impervious surface such as a road and that minimum amount
needed under driveways to provide access to lots.
5. The only runoff conveyance systems allowed will be vegetated conveyances such as
swales with minimum side slopes of 3:1 (H:V) as defined in the stormwater rules and
approved by the Division.
6. The approved Site & Grading plan shall contain the following items:
a. A clear vicinity map showing the direction and distance to the nearest town or
city, street name, street number and the nearest intersection of two major roads.
b. The receiving waters.
C. The site drawn to scale showing all proposed built -upon surfaces.
d. All existing and proposed contours and spot elevations.
e. A legend of all symbols used on the site plan.
f. A delineation of the property lines with bearings and distances.
g. A delineation ofjurisdictional 401/404 wetlands and coastal wetlands, or a note
on the plans stating that none exist.
h. A delineation of the 575' AEC area as applicable.
i. A delineation of the 30' buffer area.
j. A calculation of the proposed amount of built -upon area.

State Stormwater Management Systems
Permit No. SWG030000
SECTION B: SCHEDULE OF COMPLIANCE
1. The permittee shall at all times provide adequate stabilization measures in conformance
with the approved Site & Grading Plan and Erosion Control Plan.
2. The permittee shall submit all information requested by the Director or his representative
within the time frame specified in the written information request.
The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, including, but not limited to,
the following items:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign of, addition to or deletion of the approved amount of built -upon area,
regardless of size.
e. Further subdivision of the project area.
f. Alteration of the proposed drainage.
4. The Director may determine that revisions to the project will require a modification to
permit coverage.
5. The Director may notify the permittee when the permitted site does not meet one or more
of the minimum requirements of the General 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.
6. Any ponds built or expanded on this project after land disturbance has begun, that might
be used as a stormwater treatment device in the future, must be constructed with a
forebay and a 10' wide 6:1 sloped vegetated shelf, per the requirements of the stonnwater
rules.
7. The site may not be subdivided, sold, or developed with impervious surfaces until a
modification to this permit is submitted and approved.

Slate Stormwaler Management Systems
Permit No. SWG030000
SECTION C: GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in the General Permit is
considered a violation of NCAC 2H.1000, and is grounds for enforcement action in
accordance with North Carolina General Statutes 143-215.6A to 143-215.6C, or for
certificate of coverage termination, revocation and reissuance, or modification in
accordance with NCGS 143-215.1.
2. The certificate of coverage is not transferable except after notice to and approval by the
Director. In the event of an ownership change, the Director may require a separate NOI
and certificate of coverage. The approval of this request will be considered on its merits,
and may or may not be approved. The permittee is responsible for compliance with all
permit conditions until such time as the Director approves the transfer.
3. The issuance of this general permit does not prohibit the Director from reopening and
modifying the general permit, revoking and reissuing the general permit, or terminating
the general permit as allowed by the laws, rules, and regulations contained in NCGS 143-
215.1 and 15A NCAC 2H.1000.
4. The certificate of coverage is issued in accordance with this general permit and may be
modified, revoked and reissued, or terminated for cause. The notification of planned
modifications or non-compliance does not stay any general permit condition.
5. Upon the presentation of proper credentials, and during normal business hours, the
permittee shall allow the Director, an authorized representative of the Director, or DENR
staff, to enter the property, inspect the project for compliance with the permit, and sample
or monitor for water quality.
6. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
7. Any person who knowingly makes any false statement, representation, or certification
regarding the project shall be subject to civil or criminal penalties.
8. The General Permit, Notice of Intent, Certificate of Coverage, approved plans and
supporting documentation are considered public record and are open for inspection.

sa
®WQ-WARO State of North Carolina S VJ A-GK iapa7/cltP
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may he photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Patrick McCullough
2. Print Owner/Signing Official's name and tide (person legally responsible for facility and compliance):
Patrick McCullough Owner/Developer
3. Mailing Address for person listed in item 2 above:
P-O- Box 778
City: Havelock State: NC Zip: 28532
Telephone Number: ( 252 ) 447-0865
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Craeberne Forest Subdivision (Residential)
5. Location of Project (street address):
Trent Creek Road (City of New Bern street)
City:New Bern County: Craven
6. Directions to project (from nearest major intersection):
U.S. Highway 17 South from New Bern to Trent Creek Road right at the
light. Go 1/2 mile Proiect is on left at dead end
7. Latitude: N 35' 6.241 ' Longitude: W 770 8.181 ' of project
8. Contact person who can answer questions about the project:
Name: Joseph C. Avolis, P.E. Telephone Number: ( 252 ) 633-0068
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99
Page I 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 N/A and its issue date (if known)
3. Specify the type of project (check one):
X Low Density _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.
III. PROJECT -INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
This project is for land clearing of roadway right-of-way and future detention
pond areas. There is no impervious area proposed at this time. A future
Hermit for development will be submitted
2. Stormwater runoff from this project drains to the
3. Total Project Area: 130.1 acres
5. How many drainage areas does the project have?
Neuse
River basin.
4. Project Built Upon Area: —0-
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
Drainage Area 2
Receiving Stream Name
UT to Hayward Creek
Receiving Stream Class
C• SwrNSW
Drainage Area
130.1 AC
Existing Impervious Area
0 SF
Proposed Impervious Area
0 SF
% Impervious' Area (total)
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
0 SF
On -site Streets
0 SF
On -site Parking
0 SF
On -site Sidewalks
0 SF
Other on -site
0 SF
Off -site
0 SF
Total: 0 SF
Total:
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

7. How was the off -site impervious area listed above derived? Field Visit
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.
2. No more than —0— 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 swimming pools.
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. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater 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
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 SWU-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 will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Original and one copy of the Stormwater Management Permit Application Form
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)
VII. 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): Avolis Engineering, P.A.
Mailing Address: P.O. Box 15564
City New Bern State: NC Zip: 28561
Phone: ( 252 1 _633-0068 Fax: ( 252 ) 633-6507
VIII. APPLICANT'S CERTIFICATION
I. (print or type name of person listed in General Information, item 2) Patrick McCullough
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.n i
Date: Z �O
Patrick McCullough, Owner/Develop4
Form SWU-101 Version 3.99 Page 4 of

STORMWATER MANAGEMENT NARRATIVE
Craeberne Forest Subdivision 1RE:a lviECD
Land Clearing Phase Only
Trent Creek Road DEC 2 12006
New Bern, North Carolina
®WQ-WARO
This project will provide for the initial land clearing for a residential subdivision. There are not
any impervious surfaces proposed at this time. The project will involve clearing the roadway
right -of -way areas and other locations where lakes and/or detention ponds are proposed to be
located. A stormwater permit modification will be submitted to cover future development once
the details of the design are developed.
Approval of the land clearing phase would allow this work to occur while the final project plans
are developed. The open cleared areas will be stabilized with grass.
Stormwater on the grassed cleared area is anticipated to infiltrate on the site. The cleared areas
will be generally surrounded with remaining wooded areas of the site.
The work will not impact any 404 Wetlands or "blue line" stream buffers.

CRAEBERN FOREST S/D STORMWATER PERMIT. CRAVEN ...
Subject: CRAEBERN FOREST S/D STORMWATER PERMIT, CRAVEN COUNTY
From: "Avolis Engineering, P.A." <[e-mail]>
Date: Thu, 1 Feb 2007 13:41:50 -0500
To: <[e-mail]>
Samir:
As we discussed this date, the disturbed area for the above -reference project is 37.5 acres.
Should you have any other questions, please do not hesitate to give me a call.
Sincerely,
Joe Avolis
1 of 1 2/ l /2007 2:13 PM

{1�19f � t'0. KO b 1`" k ILIzz/
DEC 2 7AlANCIAL RESPONSIBILITY/OWNERSHIP FORM
DWQ tltlAK SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as cover
form and an acceptable erosion and sedimentation control plan have been comple
Land Quality Section, N.C. Department of Environment and Natural Resources. (P
the question is not applicable or the e-mail and/or fax information unavailable, place
���Lsuvls
DEC 2 2 2006 I -` i
by t ibsJ
Part A.
1. Project Name Craebern Forest Subdivision
2. Location of land -disturbing activity: County Craven City or Township New Bern
Highway/StreetTrent Creek Road Latitude N 35' 6.241' Longitude W 770 8.181'
3. Approximate date land -disturbing activity will commence:_ February 1, 2007
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Residential
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 37.54 AC
6. Amount of fee enclosed: $ 1,900.00 . 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 X No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Joseph C. Avolis, P.E. E-mail Address [e-mail]
Telephone [phone] Cell # 252-671-9334 Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Patrick McCullough 252-447-0865
252-447-2579
Name Telephone Fax Number
P.O. Box 778 604 East Main Street
Current Mailing Address Current Street Address
Havelock NC 28532 Havelock NC 28532
City State Zip City State Zip
10. Deed Book No. 2414 Page No. 738 Provide a cop
y of the most current deed.
Part B.
1. 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):
Patrick McCullough [e-mail]
Name E-mail Address
P.O. Box 778 604 East Main Street
Current Mailing Address Current Street Address
Havelock NC 28532 Havelock NC 28532
City State Zip City State Zip
Telephone [phone] Fax Number 252-447-2579

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
City
E-mail Address
Current Street Address
Zip City
Telephone Fax
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:
Name of Registered Agent
Current Mailing Address
City State Zip
Telephone,
E-mail Address
Current Street Address
City
Fax N
State Zip
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.
Patrick McCullough
Type or in name
Signature
Landowner/Responsible Party
Title or Authority
Date
/__V/J-lbtl�
1, Beth Simmons , a Notary Public of the County of Craven
State of North Carolina, hereby certify that Patrick McCullough appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness a,Wnd1iQj notarial seal, this day of 20 �� p
NOTARY = Notary
PUBLIC Aril 22 2009
My commission expires April

FINANCIAL RESPONSIBILITY/OWNERSHIP 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.
1. . Project Name Craebern Forest Subdivision
2. Location of land -disturbing activity: County Craven City or Township New_ Per_
Highway/StreetTrent Creek Road Latitude N 350 6.241Longitude W 770 8.181'
3. Approximate date land -disturbing activity will commence: February 1, 2007
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Residential
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 37.54
6. Amount of fee enclosed: S 1,900.00
up to the next acre) is assessed without a ceiling amount e(Exxalmplte: a 9-acre applion fee of liiccation fee isr$450).d
7. Has an erosion and sediment control plan been fled? Yes X No
Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Joseph C. Avolis, P E E-mail Address avolisena@lpmonline net
Telephone [phone] Cell" 252-671-9334
Fax -1 252-633-6507
9. Landowner(s) of Record (attach accompanied page to list additional owners):
James Stallings 252-447-0865
Name 252-447-2579
Telephone Fax Number
P.O. Box 778 604 East Main Street
Current Mailing Address Current Street Address
Havelock NC 28532 Havelock
NC 28532
City State Zip City State
Zip
10. Deed Book No. 2414 Page No. 738 Provide a copy of the most current deed.
Part B.
1. 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):
James Stallings N��
Name E-mail Address
P.O. Box 778 604 East Main Street
Current Mailing Address Curren) Street Address
Havelock NC 28532
City State
Telephone [phone]
Havelock NC 28532
City State
Fax Number 252-447-2579

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
E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
(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:
of Registered Agent
Current Mailing Address
City
State
E-mail Address
Current Street Address
City State Zio
Telephone Fax Numbe
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.
James Stallings
type o print name
3i ture
Beth Simmons
Landowner/Responsible Party
Title or Authority
/.Z�/d/'�6
a Notary Public of the County of Craven
State of North Carolina, hereby certify that James Stallings appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my %Wjlggi notarial seal, this I ( day of ��C 200�D
0� SI M�y0
4�' tis
NOTARY = Notary
G �L1C Aril 22 2009
6 My commission expires p