SW8000905_COMPLIANCE_20031103

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

�F W ArFR Michael F, Easley, Governor
�a p William G. Ross Jr., Secretary
�0 6 North Carolina Department of Environment and Natural Resources
COW7
> Alan W. Klimek, P.E.,Director
0 Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
November 3, 2003
CERTIFIED MAIL #7002 1000 0005 2390 1932
RETURN RECEIPT REQUESTED
Ms. Betty Bullock, President
Sunset Cove Development Company, Inc.
c/o John Pierce & Associates
PO Box 1685
Jacksonville, NC 28540
Subject: NOTICE OF VIOLATION
Harbor Pointe Subdivision
Stormwater Permit No, SW8 000905
Pender County
Dear Ms. Bullock:
On November 1, 2003, the Wilmington Regional Office received a copy of the previously
requested recorded deed restrictions for the subject project, located off Highway 50/210
near Surf City in Pender County, North Carolina. The inspection was performed to
determine the status of compliance with Stormwater Permit Number SW8 000905,
issued to you on June 13, 2001.
The project has been found in violation of Stormwater Permit Number SW8 000905 ,
issued pursuant to the requirements of 15A NCAC 2H.1000. The violations found are:
Section 11.16-Prior to the sale of any lot, deed restrictions must be recorded
which limit the built -upon area per lot to the amount as shown on the Project
Data Sheet, per Section 1, Part 2. The recorded statements must follow the form:
a. "The maximum built -upon area per lot is: Lot 1=1,462 ft2; Lot 2= 1,515 ff2;
Lot 3=1,451 ft2; Lot 4=1,528 e; Lot 5=1,810 ftz; Lot 6=1,809 ff2; Lot
7=1,914 ft2; Lot 8=2,508 ft2; Lot 9A=2,173 ft2; Lot 9B=2,312 ft2; and Lot
9C=2,387 e. This allotted amount includes any built -upon area
constructed within the lot 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. "
b. "The covenants pertaining to stormwater regulations may not be changed
or deleted without concurrence of the State. "
C. "Alteration of the drainage as shown on the approved plan may not take
place without the concurrence of the State."
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional office Wilmington, NC 28405 [phone] Fax
Customer Service
1 800 623-7748
44
NCUEN3

d. "Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations. "
e. "All runoff on the lot must drain into the permitted systems. This may be
accomplished through providing roof drain gutters which drain to the .
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that naturally drain
into the system are not required to provide these measures."
The submitted recorded deed restriction document contains none of these statements.
2. Section H.17- A copy of the recorded deed restrictions most be submitted to the
Division within 30 days of the date of recording the plat, and prior to selling lots.
The recorded copy must bear the signature of the Permittee, the deed book
number and page, and stamp/signature of the Register of Deeds.
The deed restrictions were recorded on April 20, 2000, over a year before the
permit was issued, and apparently have not been amended to comply with the
permit requirements.
To correct these violations you must:
Provide a written "Plan of Action" which outlines the actions you will take to
correct the violations and a time frame for completion of those actions, on or
before December 3, 2003.
2. Record the required statements per Section 11.16 of your permit.
3. Submit a copy of the amended deed restrictions which contain all of the required
statements (a-e) above within 30 days of recording. Each individual lot owner
must sign the amendment in order to have it apply.
Failure to provide the "Plan of Action" by December 3, 2003, or to correct the violations
by the date designated in the "Plant of Action", are considered violations of 15A NCAC
2H.1000, and may result in the initiation of enforcement action which may include
recommendations for the assessment of civil penalties, pursuant to NCGS 143-215.6A.
By copy of this letter to the Pender County Building Inspector, this Office is requesting
that the Building Inspector consider withholding building permits and Certificates of
Occupancy for this project until this matter is satisfactorily resolved.
If you have any questions concerning this matter, please call Linda Lewis at (910) 395-
3900.
Sincerely,
�1 Rick Shiver
Water Quality Regional Supervisor
RSSlarl: S:1WQSISTORMWATINOTICE1000905.nov03
cc: Dave Newsom, P.E., John Pierce & Associates
Pender County Building Inspections
Linda Lewis
Central Office

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Ms.wetye
D ew , Co loc.
e� �
coo 7c� Pere &ASx( Ae s
Po &V 1o85
12ck-sonville, HC 23%()
A
X -; , - A A �� ❑ Agent
�'C�-{C�C�❑ Addres
B. eceived by (Pnrt pd Name) C. Date of DeIN
icG j I-G-o
D. Is delivery address different from Rem 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type
f (Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number 1
7002 1000 0005 2390 1932
(transfer from service label)
PS Form 3811, August 2001 Domestic Retum Receipt 102595-02-M-1540

UNITED STATES POSTAL SERVIC �a� M A0� s
Fi'st� _rClass'Mail
P ; Postage &Fees Paid
Cr .' USPS
, Permit No: G-10=41*
• Sender: Please print your name, address, and ZIP+4 in this box'
State of North Carolina
DENR
127 Cardinal Drive Ext.
Wilmington, NC 28405 (Attn: BEV
, l l 11 � �, 1!!!>i l lAll1111 H1 ittilku11i11t M

INFILTRA%iON TRENCH,ANALYSIS
JA
Project #
000905 System
Project Name
Harbor Pointe
Recvng Stream
Topsail Sound/ICWW
Drainage Basin
White Oak
Site Area
2.14 acres
Impervious Area Calculation
Buildings
Parking/Asphalt
Concrete
Total
Volume/Storage Calculation
If Rational Method is used, place a 1 in this t
Required
Provided
Design Storm
RV
Volume to'Store 'I
Pipe Diameter
Length Of Pipe
Storage In Piping
Total Storage in Piping
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of T
Voids Volume (40% voids)
366
Total Volume, pipe + voids
Elevation Of Bottom Of Tre ich
Elevation Of SHWT
Overflow Elevation
Exfiltration Rate / Drawdown
Reported Hydraulic C
Bottom Surface Area
Drawdown :..Time'
Filename: S:IWQSIINTRENCH1000905.WK1
Date 12-Jun-2001
Reviewer Vinson
Classification SA
Index # 18-87-10
Drainage Area 366 SF
0.01 Acres
Rational Cc (list C after each BUA)
C - 0.00
Percent Impervious= 100.0%
ity 0.0433 Cubic Feet Per Hour Per Sq Ft
_27.3 Square Feet
3638 hours
Comments:
Required volume, storage, and drawdown guidelines are met.

ru
O
f'�

'INFILTRA-1iON TRENCH -ANALYSIS
Project # 000905 System B
Project Name Harbor Pointe
Recvng Stream Topsail Sound/ICWW
Drainage Basin White Oak
Site Area 2.14 acres
Impervious Area Calculation
Buildings
Parking/Asphalt
Concrete
Total
Volume/Storage Calculation
If Rational Method is used, place a 1 in this k
Required
Design Storm
RV
V6i0", ne toStore>
Provided
Pipe Diameter
Length Of Pipe
Storage In Piping
Total Storage in Piping
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of T
Voids Volume (40% voids)
Total Volume, pipe + voids
Elevation Of Bottom Of TrE
Elevation Of SHWT
Overflow Elevation
Exfiltration Rate / Drawdown
Reported Hydraulic Cond
Bottom Surface Area
Drawdown :;Time
Comments:
Required volume, storage, and drawdown gu
694
Filename: S:IWQSIINTRENCH1000905.WK1
Date 12-Jun-2001
Reviewer Vinson
Classification SA
Index # 18-87-10
Drainage Area 694 SF
0.02 Acres
Rational Cc (list C after each BUA)
Percent Impervious=
C 0.00
1.5 in
0.95
82jCF
100.0%
Pipe Size 1 Pipe Size 2
0.33 Feet
20.2 Feet
0
2 Cubic Feet
Cubic Feet
17.2 Feet
3 Feet
3.5 Feet
ch
10.50 SF
88 Cubic Feet
2.9 Mean Sea Level
0.9 Mean Sea Level
6.4 Mean Sea Level
pity
0.0433 Cubic Feet Per Hour Per Sq Ft
51 6 Square Feet
38 43 hours
ines are met.

INFILTRA71ON TRENCH ANALYSIS
Project #' 000905 System
Project Name Harbor Pointe
Recvng Stream Topsail Sound/ICWW
Drainage Basin White Oak
Site Area 2.14 acres
Impervious Area Calculation
Buildings
Parking/Asphalt
Concrete
Total
Volume/Storage Calculation
If Rational Method is used, place a 1 in this t
Required
Design Storm
RV
Provided
Pipe Diameter
Length Of Pipe
Storage In Piping
Total Storage in Piping
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Tr
Voids Volume (40% voids)
Total Volume, pipe + voids
Elevation Of Bottom Of Tre
Elevation Of SHWT
Overflow Elevation
Extiltration Rate / Drawdown
Filename: S:IWQSIINTRENCH1000905.WK1
Date 12-Jun-2001
Reviewer Vinson
Classification SA
Index # 18-87-10
Drainage Area 366 SF
0.01 Acres
Rational Cc (list C after each BUA)
366
C 0.00
366'. Percent Impervious= 100.0%
Reported Hydraulic Condu tivity
Bottom Surface Area
Drawdown.;T�me
=I
Comments:
Required volume, storage, and drawdown guidelines are met.
.'46]Cubic Feet
2.9 Mean Sea Level
0.9 Mean Sea Level
6.4 Mean Sea Level
0.0433 Cubic Feet Per Hour Per Sq Ft
28 75 Square Feet
,R <3612.Jhours

INFILTRA71ON.TRENCH_ANALYSIS
Filename: S:IWQSIINTRENCH1000905.WK1
Project # 000906 System
Project Name Harbor Pointe
Recvng Stream Topsail Sound/ICWW
Drainage Basin White Oak
Site Area 2.14 acres
Impervious Area Calculation
Buildings
Parking/Asphalt
Concrete
Total
Volume/Storage Calculation
If Rational Method is used, place a 1 in this
Required
Provided
Design Storm
RV
Valu'me to'5tore:
Date 12-Jun-2001
Reviewer Vinson
Classification SA
Index # 18-87-10
Drainage Area 694 SF
0.02 Acres
694 Rational Cc (list C after each BUA)
C.
Percent Impervious=
Pipe Diameter
Length Of Pipe
Storage In Piping
Total Storage in Piping
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Tr nch
Voids Volume (40% voids)
Total Volume, pipe + voids
Elevation Of Bottom Of Trer ch
Elevation Of SHWT
Overflow Elevation
Exfiltration Rate / Drawdown
Reported Hydraulic Cond
Bottom Surface Area
Dravidown me:
NM
100.0%
vity 0.0433 Cubic Feet Per Hour Per Sq Ft
54.75 Square Feet
1...........:36 16,>� hours
Comments: I
Required volume, storage, and drawdown guigelines are met.

INFILTRATION TRENCH -ANALYSIS
Project # 000905 System 3A
Project Name Harbor Pointe
Recvng Stream Topsail Sound/ICWW
Drainage Basin White Oak
Site Area 2.14 acres
Impervious Area Calculation
Buildings 476
Parking/Asphalt
Concrete
Total 476:
Volume/Storage Calculation
If Rational Method is used, place a 1 in this box h
Required
Provided
Design Storm
RV
:.Volume o`store <
Pipe Diameter
Length Of Pipe
Storage In Piping
Total Storage in Piping
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume (40% voids)
Total Volume, pipe + voids
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overflow Elevation
Exfiltration Rate / Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
Dra+rvciovvn.:Time:
Filename: S:1WQS11NTRENCH1000905.WK1
Date 12-Jun-2001
Reviewer Vinson
Classification SA
Index # 18-87-10
Drainage Area 476 SF
0.01 Acres
Rational Cc (list C after each BUA)
Percent Impervious=
Comments:
Required volume, storage, and drawdown guidelines are met.
C 0.00
100.0%
0.0433 Cubic Feet Per Hour Per Sq Ft
41.28 Square Feet
7_32 81:<]hours

' INFIi-TRA-TION TRENCH -ANALYSIS
Filename: S:IWQSIINTRENCH1000905.WK1
Project # 000906 System 3B
Project Name Harbor Pointe
Recvng Stream Topsail Sound/ICWW
Drainage Basin White Oak
Site Area 2.14 acres
Impervious Area Calculation
Buildings 476
Parking/Asphalt
Concrete
Total 476:
Volume/Storage Calculation
If Rational Method is used, place a 1 in this box
Required
Design Storm
RV
Provided
Pipe Diameter
Length Of Pipe
Storage In Piping
Total Storage in Piping
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume (40% voids)
Total Volume, pipe + voids
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overflow Elevation
Exfiltration Rate / Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
Drawdown, TErrie;
Date 12-Jun-2001
Reviewer Vinson
Classification SA
Index # 18-87-10
Drainage Area 476 SF
0.01 Acres
Rational Cc (list C after each BUA)
Percent Impervious=
Comments:
Required volume, storage, and drawdown guidelines are met.
C 0.00
100.0%
0.0433 Cubic Feet Per Hour Per Sq Ft
41.28 Square Feet
32 81 hours

INFILTRATION TRENCH ANALYSIS `
Filename: S:1WQS11NTRENCH1000905.WK1
Project # 000905 System 4A
Project Name Harbor Pointe
Recvng Stream Topsail Sound/ICWW
Drainage Basin White Oak
Site Area 2,14 acres
Impervious Area Calculation
Buildings 476
Parking/Asphalt
Concrete
Total
Volume/Storage Calculation
If Rational Method is used, place a 1 in this box
Required
Provided
Design Storm
RV
Vo�iame;to Storm::
Pipe Diameter
Length Of Pipe
Storage In Piping
Total Storage in Piping
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume (40% voids)
Total Volume, pipe + voids
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overflow Elevation
Exfrltration Rate / Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
Drawdown Time'
Date 12-Jun-2001
Reviewer Vinson
Classification SA
Index ## 18-87-10
Drainage Area 476 SF
0.01 Acres
Rational Cc (list C after each BUA)
Percent Impervious=
Comments:
Required volume, storage, and drawdown guidelines are met.
C
[0101]
100.0%
6Q,Cubic Feet
2.9 Mean Sea Level
0.9 Mean Sea Level
5.9 Mean Sea Level
0.0433 Cubic Feet Per Hour Per Sq Ft
40.92 Square Feet
32 88�hours

INFILTRATION TRENCH ANALYSIS
Filename: S:IWQSIINTRENCH1000905.WK1
Project # 000905 System 4B
Project Name Harbor Pointe
Recvng Stream Topsail Sound/ICWW
Drainage Basin White Oak
Site Area 2.14 acres
Impervious Area Calculation
Buildings
ParkinglAsphalt
Concrete
Total
476
476<
Volume/Storage Calculation
If Rational Method is used, place a 1 in this box
Required
Design Storm
RV
Volme 0J. tore'.,..
Provided
Pipe Diameter
Length Of Pipe
Storage In Piping
Total Storage in Piping
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume (40% voids)
Total Volume, pipe * voids
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overflow Elevation
Exfiltration Rate / Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
Drawdowrj Tim?`
Date 12-Jun-2001
Reviewer Vinson
Classification SA
Index # 18-87-10
Drainage Area 476 SF
0.01 Acres
Rational Cc (list C after each BUA)
Percent Impervious=
Comments:
Required volume, storage, and drawdown guidelines are met.
C 0.00
100.0%
0.0433 Cubic Feet Per Hour Per Sq Ft
40.92 Square Feet
32 88, hours

i
INFILTRATION TRENCH ANALYSIS
Filename: S:IWQSIINTRENCH1000905.WK1
Project # 000905 System 5
Project Name Harbor Pointe
Recvng Stream Topsail Sound/ICWW
Drainage Basin White Oak
Site Area 2.14 acres
Impervious Area Calculation
Buildings
Parking/Asphalt
Concrete
Total
Volume/Storage Calculation
504
If Rational Method is used, place a 1 in this box
Required
Design Storm
RV
Volume'to'Store
Provided
Pipe Diameter
Length Of Pipe
Storage In Piping
Total Storage in Piping
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume (40% voids)
Total Volume, pipe + voids
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overflow Elevation
Exfiltra#ion Rate / Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
Drawdown>:Time'
Date 12-Jun-2001
Reviewer Vinson
Classification SA
Index # 18-87-10
Drainage Area 504 SF
0.01 Acres
Rational Cc (list C after each BUA)
Percent Impervious=
Comments:
Required volume, storage, and drawdown guidelines are met.
C 0.00
100.0%
0.0433 Cubic Feet Per Hour Per Sq Ft
57 Square Feet
2524'� hours

INFILTRATION TRENCH_ANALYSIS,
Filename: S:IWQSIINTRENCH1000905.WK1
Project # 000905 System 5/6
Project Name Harbor Pointe
Recvng Stream Topsail Sound/ICWW
Drainage Basin White Oak
Site Area 2.14 acres
Impervious Area Calculation
Buildings
Streets
Parking
Total
Volume/Storage Calculation
Date 12-Jun-2001
Reviewer Vinson
Classification SA
Index # 18-87-10
Drainage Area 11376 SF
0.26 Acres
Rational Cc (list C after each BUA)
1008
6009
2734 C 0.03
If Rational Method is used, place a 1 in this box �J
Required
Provided
Design Storm
RV
'Volurneao'Store'`'
Pipe Diameter
Length Of Pipe
Storage In Piping
Total Storage in Piping
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume (40% voids)
Total Volume, pipe + voids
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overflow Elevation
Exfiltration Rate / Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
Drawtlowr:-.T�me
Percent Impervious= 85.7%
Comments:
Required volume, storage, and drawdown guidelines are met.
0.0433 Cubic Feet Per Hour Per Sq Ft
1209.31 Square Feet
22'98.1hours

INFtLTRAtION TRENCH ANALYSIS
Project # 000905 System 6
Project Name Harbor Pointe
Recvng Stream Topsail Sound/ICWW
Drainage Basin White Oak
Site Area 2.14 acres
Impervious Area Calculation
Buildings
Streets
Parking
504
Total 50<
Filename: S:1WQSIINTRENCH1000905.WK1
Date 12-Jun-2001
Reviewer Vinson
Classification SA
Index # 18-87-10
Drainage Area 504 SF
0.01 Acres
Volume/Storage Calculation
If Rational Method is used, place a 1 in this box
Required
Design Storm
RV
V Wme to'.Store
Provided
Pipe Diameter
Length Of Pipe
Storage In Piping
Total Storage in Piping
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume (40% voids)
Total Volume, pipe * voids
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overflow Elevation
Exfiltration Rate / Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
Drawdown Time.
Rational Cc (list C after each BUA)
Percent Impervious=
Comments:
Required volume, storage, and drawdown guidelines are met.
C 0.00
100.0%
:lCubic Feet
2,9 Mean Sea Level
0.9 Mean Sea Level
X Mean Sea Level
3�7
0.0433 Cubic Feet Per Hour Per Sq Ft
47.15 Square Feet
30.73]hours

'|NFtLTRATQwTREN�H.AmALYS\S
.
Project # 000805 System 74
' Project Name Harbor Pointe
RenvngSheam Tnpsmi|Snund/|CVVVV
Drainage Basin White Oak
Site Area 2.14 nonon
Impervious Area Calculation
Buildings 504
Streets
Parking
Total 04
Calculation
If Rational Method is used, place a 1 in this box
Required
Filename: S-.\WQS\INTRENCH\000905.WK1
Date 13-Jun-2001
Reviewer Vinson
QmneUioatinn GA
Index # 18-87-10
Drainage Area 504 SF
0.01 Acres
Rational Cc (list C after each BUA)
Percent Impervious=
100.0%
Design Storm
1.5 in
RV
0�95
/ CF
Provided
Pipe Size 1 Pipe Size 2
Pipe Diameter
0.33 Feet
Length OfPipe
20.8 Feet
Storage In Piping
O 2 Cubic Feet
Total Storage in Piping
Cubic Feet
Length OfTrench
177 Feet
Width [)YTrench
3.1 Feet
Height [)fTrench
2.4 Feet
Cross -Sectional Area OfTrench
744 SF
Voids Volume (40% voids)
Total Volume, pipe + voids
Elevation OfBottom CfTrench
Elevation Of8HVV7
Overflow Elevation
2xfiltrmtionRate/ Draw/dom*n
'Reported Hydraulic Conductivity
Bottom Surface Area
Comments:
Cubic Feet
2.8 Mean Sea Level
0.9 Mean Sea Level
5.3 Mean Sea Level
0.0433 Cubic Feet Per Hour Per SqFY
54.87 Square Feet
.25
hours

tNFtLTRA-(ION TRENCH ANALYSIS
Project # 000905 System 7B
Project Name Harbor Pointe
Recvng Stream Topsail Sound/ICWW
Drainage Basin White Oak
Site Area 2.14 acres
Impervious Area Calculation
Buildings 504
Streets
Parking
Provided
Pipe Diameter
Length Of Pipe
Storage In Piping
Total Storage in Piping
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume (40% voids)
Total Volume, pipe + voids
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overflow Elevation
Exfiltration Rate / Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
Drawdown Time.
Filename: S:IWQSIINTRENCH1000905.WK1
Date 12-Jun-2001
Reviewer Vinson
Classification SA
Index # 18-87-10
Drainage Area 504 SF
0.01 Acres
Rational Cc (list C after each BUA)
Percent Impervious=
Comments:
Required volume, storage, and drawdown guidelines are met.
C 0.00
100.0%
2.9 Mean Sea Level
0.9 Mean Sea Level
5.3 Mean Sea Level
0.0433 Cubic Feet Per Hour Per Sq Ft
54.87 Square Feet
26 25hours

' INFILTRATION TRENCH ANALYSIS
Filename: S:IWQSIINTRENCH1000905.WK1
Project # 000905 System 8
Project Name Harbor Pointe
Recvng Stream Topsail Sound/ICWW
Drainage Basin White Oak
Site Area 2.14 acres
Impervious Area Calculation
Buildings
Streets
Parking
Total
Volume/Storage Calculation
504
If Rational Method is used, place a 1 in this box
Required
Provided
Design Storm
RV
V6 ume;to'.Store
Pipe Diameter
Length Of Pipe
Storage In Piping
Total Storage in Piping
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume (40% voids)
Total Volume, pipe + voids
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overflow Elevation
Extiltration Rate / Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
Drawdown`,: T1me
Date 12-Jun-2001
Reviewer Vinson
Classification SA
Index # 18-87-10
Drainage Area 504 SF
0.01 Acres
Rational Cc (list C after each BUA)
C�111111
Percent Impervious= 100.0%
1.5 in
0.95
601CF
Pipe Size 1 JPipe Size 2
Comments:
Required volume, storage, and drawdown guidelines are met.
0.0433 Cubic Feet Per Hour Per Sq Ft
62.7 Square Feet
22 941hours

IhIFiLTRATIQN TRENCH -ANALYSIS Filename:
Project # 000905 System 8/9A Date
Project Name Harbor Pointe Reviewer
Recvng Stream Topsail Sound/ICWW Classification
Drainage Basin White Oak Index #
Site Area 2,14 acres Drainage Area
Impervious Area Calculation
Buildings 980
Streets 3504
Parking
Sidewalks 3207
Total 7691`'
Volume/Storage Calculation
If Rational Method is used, place a 1 in this box
Required
Design Storm
RV
V61ume fo.iStorel
Provided
Pipe Diameter
Length Of Pipe
Storage In Piping
Total Storage in Piping
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume (40% voids)
Total Volume, pipe + voids
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overflow Elevation
Exfiltration Rate / Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
Drawdown' Time.
S:1WQS11NTRENCH1000905.WK1
12-Jun-2001
Vinson
SA
18-87-10
10375 SF
0.24 Acres
Rational Cc (list C after each BUA)
Percent Impervious=
Comments:
Required volume, storage, and drawdown guidelines are met.
C
0.05
74.1 %
)7Z Cubic Feet
2.9 Mean Sea Level
0.9 Mean Sea Level
4.6 Mean Sea Level
0.0433 Cubic Feet Per Hour Per Sq Ft
1177.96 Square Feet
- -18 65Jhours

' INFILTRATION TRENCH ANALYSIS
Filename:
Project #
000905 System 9A/9B
Date
Project Name
Harbor Pointe
Reviewer
Recvng Stream
Topsail Sound/ICWW
Classification
Drainage Basin
White Oak
Index #
Site Area
2.14 acres
Drainage Area
Impervious Area Calculation
Buildings
Streets
Parking
Sidewalks
Total
Volume/Storage Calculation
952
1110
S:1WQS11NTRENCH1000905.WK1
12-Jun-2001
Vinson
SA
18-87-10
6888 SF
0.16 Acres
Rational Cc (list C after each BUA)
1749
3811`>` Percent Impervious =
If Rational Method is used, place a 1 in this box
Required
Provided
Design Storm
RV
:Volta�ej�to:5tore,
Pipe Diameter
Length Of Pipe
Storage In Piping
Total Storage in Piping
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume (40% voids)
Total Volume, pipe + voids
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overflow Elevation
Exfiltration Rate / Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
DrawdownTime
Comments:
Required volume, storage, and drawdown guidelines are met.
C
M w•
55.3%
:.. .,..:.:.,y 48Q.]Cubic Feet
2.9 Mean Sea Level
0.9 Mean Sea Level
4.4 Mean Sea Level
0.0433 Cubic Feet Per Hour Per Sq Ft
662 Square Feet
m6 %3�hours

INF1LTRATIQN TRBNCH.ANALYSIS. Filename:
Project # 000905 System 9B/9C Date
Project Name Harbor Pointe Reviewer
Recvng Stream Topsail Sound/ICWW Classification
Drainage Basin White Oak Index #
Site Area 2.14 acres Drainage Area
Impervious Area Calculation
Buildings
Streets
Parking
Sidewalks
Total
Volume/Storage Calculation
1428
2475
2267
6170
If Rational Method is used, place a 1 in this box
Required
Provided
Design Storm
RV
Volume to Store',
Pipe Diameter
Length Of Pipe
Storage In Piping
Total Storage in Piping
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume (40% voids)
Total Volume, pipe + voids
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overflow Elevation
Exfiltration Rate / Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
©rawdo.wn?;Tirr e
S:IWQSIINTRENCH1000905.WK1
12-,lun-2001
Vinson
SA
18-87-10
9669 SF
0.22 Acres
Rational Cc (list C after each BUA)
C�11 0-51
Percent Impervious= 63.8%
1.5 in
0.62
Pipe Size 1 JPipe Size 2
Comments:
Required volume, storage, and drawdown guidelines are met.
Cubic Feet
2.9 Mean Sea Level
0.9 Mean Sea Level
3.8 Mean Sea Level
0.0433 Cubic Feet Per Hour Per Sq Ft
1781.76 Square Feet
9 9:1 hours

'{{ State of North Carolina
a
Drypartment of Environment
and Natural Resources
Wilmington Regional Office-
Division of Land Resources
"':. ' =Lar d Quality Section
.lames B. Hunt, Jr., Governor
Bill Holman, Secretary
cJuIy_27,_2000--:5
NOTICE OF VIOLATIONS OF THE
SEDIMENTATION POLLUTION CONTROL ACT
CERTIFIED MAIL 7000 0600 0027 6807 3831
RETURN RECEIPT REQUESTED
Mr. Ronald S. Bryant
1145 River Hill Court
Taylorsville NC 28681
Project Name:[Topsail Landing-Dredge_Spoil`Area
Project No: 9910155PE
Pender County
Dear Mr, Bryant:
On July 24, 2000, personnel of this office inspected a project located on Hwy 50 in Surf City
in Pender County, North Carolina. This inspection was performed to determine compliance with the
North Carolina Sedimentation Pollution Control Act of 1973. The inspection revealed a land -disturbing
activity of approximately 5.3 acres being conducted.
It is our understanding that you and your firm are responsible for this land -disturbing activity.
The purpose of this letter is to inform you that this activity was found to be in violation of the Act,
NCGS 113A-50 to 66, and Title 15A, North Carolina Administrative Code, Chapter 4. If you feel that
you are not responsible for the following violations, please notify this office immediately.
The violations that were found are:
1. Failure to conduct a land -disturbing activity in accordance with the provisions of an
approved erosion and sedimentation control plan. G.S. 113A-61.1.
The plan does not indicate current development activities. The current activity has not been
approved.
The erosion and sedimentation control plan approved by this office on November 8, 1999
must be immediately implemented on the site sufficient to restrain off -site sedimentation.
2. Failure on a tract of more than one acre, when,more than one acre is uncovered, to provide
a permanent ground cover sufficient to restrain erosion on such exposed areas within 15
working days or 90 calendar days, whichever is the shorter after completion of construction
or development. G.S. 1 13A-57(3) and 15A NCAC 4B.0007(b).
Three homes are being constructed, yet permanent groundcover has not been established.
127 Cardinal Drive Extension, Rylmington, N.C. 28405.3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Ronald Bryant
July 26, 2000
Page Two
3. Failure on a tract of more than one acre, when more than one acre is uncovered, to install
sedimentation and erosion control devices sufficient to retain the sediment generated by the
land -disturbing activity within the boundaries of the tract during construction upon and
development of the tract. G.S. 1 13A-57(3).
Erosion and sediment control measures do not exist.
4. Failure to take all reasonable measures to protect all public and private property from damage
by such land -disturbing activities. 15A NCAC 4B.0005.
Off -site sediment conditions are occurring at the boat ramp.
5. Failure to retain along a lake or natural watercourse a buffer zone of sufficient width to confine
visible siltation by natural or artificial means within the 25 percent of that portion of the buffer
zone nearest the land -disturbing activity. G.S. 1 13A-57(1).
The visible siltation can be seen at the boat ramp. It is being discharged into the sound.
6. Failure to maintain on graded slopes and fills and angle which can be retained by vegetative .
cover or other adequate erosion control devices or structures. G.S. 1 13A-57(2) and (if in HQW
Zone) 15 NCAC 4B.0024(d),
Gullies are forming as a result of inadequate drainage design.
7. Failure within 15 working days of 30 calendar days (whichever period is shamed of completion
of any phase of grading to plant or otherwise provide exposed, graded slopes'or fills with
ground cover, devices, or structures sufficient to restrain erosion. G.S. 113A_57(2).
The graded area does not have groundcover devices, or structures sufficient to restrain
erosion.
To correct these violations, you must:
1. CSubmit.an_accurate`erosion,and sedimentation. contrat:plan°
2. Establish permanent groundcover.
3. Install erosion and sedimentation control measures.
4. Prevent off -site sediment conditions.
5. Create a buffer to the sound
6. Slope land to an angle that is not erosive.
7. Provide sufficient devices, groundcover, or structures to protect the land from erosion'.
f.

'7 k
vRonaId Brya nt
w'+July 27, 2000
i Page Three
Please note that merely planting grass seed does not satisfy the requirements of "vegetative cover"
or of "ground cover sufficient to restrain erosion." These requirements are not satisfied until a standing
cover of grass or other ground cover is established which is, in fact, sufficient to restrain accelerated or
man-made erosion.
Please be advised that if you fail to respond to this notice or if these violations are not corrected
within 30 days of receipt of this notice, the Director, Division of Land Resources, will be requested to take
appropriate legal action against you pursuant to NCGS 113A-64. That action could be the assessment of
a civil penalty and the amount may be up to $5000 per day for each day of the violation. The penalty may
be assessed from the date of the violation, NCGS 113A-61 (a) (1 ). If these violations are corrected within
the time period specified for compliance, no further legal action will be pursued.
Please be advised that any new land -disturbing activity associated with this project -must not begin
until the area presently disturbed is brought into compliance with the Act. When corrective actions are
complete, you should notify this office so the work can be inspected. You should not assume that the
property is in compliance with the Act until we have notified you. After installation, all erosion control
measures must be maintained in proper working order until development is complete and the site is
completely stabilized.
We solicit your cooperation, and would like to avoid taking further enforcement action. At the same
time, it is your responsibility to understand and comply with the requirements of the Act. Copies of the
relevant statute and administrative rules may be examined at this office or will be sent to -you upon request.
Should you have questions concerning this Notice or the requirements of the Act, please contact either
Janet Paith or me at your earliest convenience.
Please do not hesitate to contact me regarding any questions you might have about this matter.
Sincerely,
Daniel Sams, P. ., M.E.
Regional Engineer
DES/JLP/dbd
cc: Sedimentation Specialist
W iRO-LOS
DW Supervisor•WiRO
Enclosure: Inspection Report

NORTH CAROLINA DEPARTMENT OFENYIRONMENT AND NATURAL RESOURCES ,
!• •i•+ � LAND QUALITY SECTION: 127 Cardinal Dr. Ext. Wilmington, NC 28405-3845 [phone]
County: 7i.�'l�/% Project: _���= �.�i�/i _/_1 e 1'_! r�l ..� 12_r•ver$asin �_'�%�_ a ,�y ✓ .cry'
Person Financially esponsible Z11 k,O Lj4^RfeJf4 Al 7-
Address:. � ,..�, /y // - / -y. + t �r �� J.' / �' " . , •/T, -_ �1/ .— -• g r I
I. Project Location: �••- �'r�:-. I Pictures: Yes' 13'_ No ❑ PrintsJE7• Slides ❑^ Video ❑
` 2. weather and Soil Conditions:- cc! r— _ _/ r �= — -
3. Is site currently under notice of violation Yes �1' No ❑
4. is the site in compliance with the S.P.C.A. and the rules? Yes ❑ No 111" If No, check violations below:
5. Violations:
❑ a. No approved plan, G.S. I I3A-57(4) and 15A NCAC 413,0007(c) )kg. Inadequate buffer zone, G.S. 113A-57(1)
eh. Failure to follow approved plan, G.S. 113A-61.1 Graded slopes and fills too steep, G.S. 1 I3A-57(2)
or 15A NCAC 4B.0024 (d)
'❑ c. Failure to submit revised plan, G.S. 113A-54.1(b) and Unprotected exposed slopes, G.S. 113A-57(2)
15A NCAC 4B.0018(a)
q'�d. Failure to provide adequate groundcover, G.S. 113A-57(3) and ❑ j• Failure to maintain erosion control measures,
15A NCAC 413.0007(b) or 15A NCAC 4B.0024(e) 15A NCAC 413.0013
0,e. Insufficient measures to retain sediment on site, G.S. 113A-57(3) ❑ k. Other (describe)
af. Failure to take all reasonable measures, 15A NCAC 413.0005 r
6. Has sedimentation damage occurred since the last inspection? Yes Vlf yes, where? (check all that apply): No ❑
Lake/natural watercourse on the tract ❑ Lake/natural watercourse off the tract;l Other property Cl
Description:
Degree of damage: Slight O--_ Moderate ❑ Severe ❑
7. Contact made with (Name) 1 /�'+' f ---- Title
Inspection report given ❑ or sent G'` to the Person Financially Responsible Date given/sent
8. Corrective actions needed:
����U-�.� �- �+ ��� i �'� ���.. l/ / i �-. � -i-.may. '/i• /�•.� �-' f i��'�=. :7 �% ' sue= : i
ij,'
% /�l//1 'jI:��1F .J .� ���/./J ii%/� /%✓../__cfr�'f+''...r i�� � + Y �'�_��^r/' '.�
! -/:: ti> ` `.`.... .� � �, • �� � • r� ~ yam! V , .. �/ ., ..
---."�`•..��.fC•�!' % ��-._ /f�.r%'T�1.%1_f ��' _-,�rri'� _-i J�.ii-v?.�'r'Y�.�� i —� "='�;•'� Y 'C`_r�i
9. Comments:_ f r'+✓ /1 !.'% �_i//!I1 d-i r /' %J�-'� l/��_ _ r' r: _ %—r/- r�tJ
+-r-In
%r=�.r,�l •'.�''f' r{ r_r �i� _f'�.�'t�--�"° r ' _�� _d_�.�r ��;-r �r�/r) ,c�r r^�/ ,��`-•.
Tit
C:i7l ��+'/`i` �! � r7 •'✓ !.f r/.� +n ���r,� `,Y-Gr_:f '.'' - f . "%l..�i/ .�, .t.: ' .� �• r. �� �'� sI
�i'rr,•�� ..YI +1 ! 1. • � % �� '��-•-//`'� : �f �1 � � `.� � r � �L% ram' .f/'+tra� '�"_' �:i '�• i'. .
�.�: ✓%r ram!/ . r� •��. / L�/�7��✓'l�+j !' �'!�n �"+� �_�.- l._ : �!."� r
- � 7i /I �• ��-7 ,n�. � ��f' yt % i'Y i/ � --'s FY .� .r ti�f_- �r _ � _ems ��; J ^. i- .+�! ; r
Report by:_ :�`l f/'y/ >r _-� ;'� Others present:
7.
Date of inction: / / _� / CJU — Time arriving at site: j� �� �* / Time leaving site: j 4.
#
c: ,

LAND QUALITY SECTION
15ROJECT : Oa� /�►ri!'
Page 2 of
.�—
SPECTED BY:
:;a'� : a,f�irc��.. ,,.. a.' �%.:err .1•' _
DATE: /

August 31, 2000
,cRonald�S Bryant
P. 0. Box 2658
Surf City, NC 28445
Ms. Janet Paith
Dept. of Environmental and Natural Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405
RE: Project No. 991015PE
Dear Ms. Paith:
E000
Ld3S
C n.March--l-0�-2000=Isold,the efere above-rnero cd, pperty-to-Sunset-
C-Devclopmenf,-326-North-New-River-Drive;• Sw=fCity, NC 28445:-The
individuals I was dealing with at that time were Mr.' Jimmy Pierce of that
address and Mr. John Pierce, Surveyor, of 409 Johnson Blvd., Jacksonville,
NC:
Prior to the date of sale, the only activity I had engaged in was to obtain a
survey of the property by Mr. Charles Riggs, Surveyor, resulting in some
survey stakes being put in the ground. No other land disturbing activity was
performed by me or anyone else on my behalf.
I was also under the impression that permits were not transferable and that
Sunset Development would obtain their own permits.
If I can be of any further assistance, please contact me at 910-328-6969 or
545-4254.
Yours truly,
Ronald S. Bryant
T. P. Inc..
Y'yM' • �'Y :ti��:!>�-Tw`..�'x'i{4��'i�k: � �'• . ham, +tr�.7� •'�_ - •�, -' ��. .� .. � ... �

e�i r' i Nit~
Case #_&1_0/ s
4
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
4ND QUALITYSECTION. 127 Cardinal Dr. Ext Wilmington, NC 28405-3845 (9I0)395-3900
County: // / �� Project:_/ U I -,TAIL I -A Al 1 AI River
Person Financially Responsible:
1. Project Location: " O Pictures: Yes 1� No ❑ Prints 9 Slides ❑ Video ❑
2. Weather and Soil Conditi ns: o C
3. Is site currently under notice of violatio . Yes d No ❑
4. Is the site in compliance with the S.P.C.A. and the rules? Yes ❑ No ❑ If No, check violations below:
5. Violations:
❑ a. No approved plan, G.S. I I3A-57(4) and 15A NCAC 4B.0007(c) ❑ g. Inadequate buffer zone, G.S. I I3A-57(1)
❑ b. Failure to follow approved plan, G.S. 113A-61.1 ❑ h. Graded slopes and fills too steep, G.S. 113A-57(2)
or 15A NCAC 413.0024 (d)
❑ c. Failure to submit revised plan, G.S. 113A-54.1(b) and ❑ i. Unprotected exposed slopes, G.S. 113A-57(2)
15A NCAC 413.0018(a)
❑ d. Failure to provide adequate groundcover, G.S. 113A-57(3) and ❑ j. Failure to maintain erosion control measures,
15A NCAC 4B.0007(b) or 15A NCAC 4B.0024(e) 15A NCAC 413.0013
❑ e. Insufficient measures to retain sediment on site, G.S. l 13A-57(3) ❑ k. Other (describe)
❑ f. Failure to take all reasonable measures, 15A-NCAC 413.0005
6. Has sedimentation damage occurred since the.last inspection? Yes ❑ If yes, where? (check all that apply): No ❑
Lake/natural watercourse on the tract ❑ Lake/natural watercourse off the tract ❑ Other property ❑
Description:
Degree of damage: Slight ❑ Moderate ❑ Severe ❑
7. Contact made with (Name) I Title
Inspection report given ❑ or sent 0/ to the Person Financially Responsible Date given/sent
8. Corrective actions needed:
Report Aspection:
Date of/
ka
Others present:
Time arriving at site: t
f
Time leaving site: / `-' '"L
cc:

u IL .., �r ::1 3-It+AI INt]-rLnt2�rul r .r-
�F,GC+F YY�r.il r d �7�F I,4'j:7 �.a5'}- r I .�i .`.11a ,,� -- --�: I ?1:�j�// :4 N PLAT iSdF;A;SU0.V ':dFrlwdTT{ER
1r IFS-1j: 47�i } r "A,:
_ = 'r I .ul:f .c•. �' li - #..1-G O - TFIAT T fS L
,F ^ ,i A "+.a -"'* 1+OriNER S "'� '�'� - I SUCH AS THE RLCOHBINATI ETtlS INGiPAR0
U TEy r< L:_U11rLr•� :;i'.-•.- .. -L - �'�
} 3k '� r. COURT -ORDERED SURVEY }ORr,Ll[ iE 11
I f�+t4ci•y, ,rr DEFINITION OF SUB➢IVISIDNI'yp
r er- r -- :�':' _ . ' : d _ - ,' �• �Ar�l�i �. 'Il.f� fis�;:
+ r4�• •y�'yr �i fi�+r ' S �! I7 +q4 I'r••4.1..; •1- -.-I�G''' r IC E.' iHAi THE 1NFORMAII(IN 'AVAICAHLE�Tfl+1H1S
.:7 i:: -I•.. ..11 - THA; I AM UNABLE TO HAKE"11=UETERSINATI9ry iT
l ��« "i•q'si s_ " I' - @ - y 1, , ,i•r rr• i• - _ .' Mr PPOFESSIONAL ABILITY, ASs70 PROVISIONS,.0
nTI HIW1 WATER UN£ 1 L i4 f' (A? THROUGH (➢) ABOVE$=EIr{!71if•{
t LOCAIITkltdF!BULKNEAO` . L�3 At,> I •-�, % �., ..• ,_, _ ,otl lnrrr � 4 �,, tY.
. u' rrri �1 i' �.i14'EE
1�, • EIS �
i r JDHN L. P1ER E•1JR 51 erg dR:7J[k'239}6}
.. :rDt +I•r 9, °!
I o
CHANNEL OF 10PSAIL.'SOUNO SEAL i r`rrli''''n•
2 :n Lr1' i ­zss
�d•10 S rJrrB. ,IiH� r4
N ,. F 55.r*Je.f MEAN HIGH WATER LINE-
^.r,�''A w• i e.i;...•'' rJ45S AND LOCATION (iF BULKHEAD
CV
-2 l 51.113 5 29'30'19' E 189.55' S 37'2514 L 3 L16 L175.02
1f 3
NAR3� IN� E1S It S � �' . o
\r1- COG h qqw� 7/.� ^ - �r� ry Ta•. ��• vn I--'.
� 5N I �_ ~ # VVV • /y1 -r)-7%✓
; 0 /
Yon LOT 9C - 'LOT 98.E , C� ,; LOT 9A : -N . • �'�.j •� LO 7 40T 6 L )T 5 LOr a o LOTS o luT s
1f1ERLY . 14 150 50.: kT. 10 555 50 FT ^ o +-
:� 6988 SO FT. 8,028,SO. FT. n 8, a7 T. $ 6.2 SQ. g 6,7a5 50. F'T. 0 6,873 SQ. FT. 0 7,249 50. FT. 10,a:0 50 F1.
o
163 S r t-y ` - L in �— ° rn• m �i f--
,5 LO 0TIi1TY /I� - - 1` 'ly ,t a s. L
t i•: pL a f i y i i+, rI. a+ -,slr to yy r i,r fASUlEN1 (TYP.} (7 ((JJ u, In v, I:•, Iris - �31
F{N R Z Yis .62.65',� �r�. N, 3 ; �1358.95 58.6582.69'55.00 55.00' fi0.0O' 6000' 60.00' ' L24 .QO79.39'
N 31'00'00' W 709.64' - r EJS
UIA
i 11rTFFii,;i',
�`�Y Fs•s �� �:� .,� f: ryalY r'is��+R t 3 30 IAIGRE55 do EGRESS h UTlLIiY EASEMENT- }1?{= S11i,1
'7 trt I { tt
S 31'12'49' E 699,58'
y)
' T f''�� y^,t, + , I ba "R1'ti `
t� ✓i r j+aTF?v 3t� I ero or eroQE o ve HnucoAscu a+rLnrnr
Aa�}tirF.�rl-r'
' + v i'te � �(T r� �'t*rjTi'rJ +��j�{yT4rr �a'S•�3 c " ,i I i+ I ^ t3
Ft t �i`�'>r,€a �4y rt, [`,�' > 1 „ir :'r�r +x i � j]i f•' irs�0. 1 -' r, } , - � t..t�l I°i�
Lii
Ict'*r r r (�5 d �sY ;<' y�t�l�a RECOMBINATION PLAT +
Ir ;u a i�r . �`; _ .I.
L _
.SMOYNNG .
a
,r
,� HARBOR POINTS ` REV
TOPSAIL 10WNS1iIP,. pENDER COON
443 , r s u a
'+-<j�itlk�,-{tS.-+r A tir1..�^G s t T''1; Y' i f 1.t PREPARED 81
x��iE;er'�:v JOHN L. PIERCE A ASSOCIATE
14'I -'7,f��' tCFrN➢ !t#,Y,.iaiLa• 4 t, .
�LY+c1 ^"�' r. '+ i ";•. 1C �' a I; rora: ITRACT10ATA _ - LT41E� - , - 409 JOHNSON BLVD. :•'JACKSON OLLE: 1
rl-. i 1 11 s - r`+J ,..•k>:'' 4 - - THE PURPOSE OF RECORDING THIS PLAT' A
F rL y _�E[S�ia sr 610ING,1RONis, t�7.? 77 A 2.14 ACRES SQ. FT. PHONE: 9f0-3A6-9800 i; `''' D TE:i JUNE
"d S[SFN ;IROH'$TAKE�sFx�'p {s �,- OTAL ARE _ :.r. WAS TO ESTABLISH THE ACTUAL LOCATION
SCALE: 1"= 5O r F B
4T1 f ` tits + } u i L+' rT + ;,TOTAL?LOTS'�;11 5 !j OF THE BULKHEAD ALONG TOPSAIL SOUND ' t I FILE,NAME:
_rt t �_.I�ECNrT e,5! tiE%]STING zCDNC. N9N•xTpi 3Y AIINfAIUAI,'1OT'S4ZE 6265'�0''FT.' :'; AND MODIFY THE DEFAENSION OF LOT 9C`k JOB # 41
;-SrVgNC.:Nf13J 1.
u a *' { {; 4ERAGE,,LOT: SFZE�'t' 8,46a; SQ. FF, , COMMON 'MEA i
ElP' t �� ;i E%I' ING' IRO 1. PEPS- `ui. A - r - r..
,ils t+r ,r ..f .r� x#;.'1.;� = t� r `x GRAPHIC SCALEi"
RN {leS=Y^.,x.di'.i 1iiu.Yr.ker(r.�
f rTilr d�,"• rtt .i`,i`_4 t�•%�
5a,,,,j o ss .. '�;-:�•i�f .-- -r0o ,,
SETBAC ;Cff1y"r:�r}lys
' t. j,,�ryfri.a �a:�r •, 4 -f r$
�+.-'�.� ;45,;'�„'•}+,t; �:c!'ii}��; Sr FROfY a,.,iMi.srr�'k.'},4I�:�_ffti:}�"%,�i ^F:i1S l-+.•`.. i1. �, o. xp #'t:l _,�. '` - _ I.:I% - 7.. �, .. F
ars 'Y, S' - - - - SIJNSFT C01 DFVF,I APUFNT. 0C. /" /' fN.�,K'�:I;�; i.'j W, T

�.'.if" ��S�3tJ:�"��.sa�,'-•?`r7'""' ';.y; 1'{'�.'�� � � �.hi • i' - : Z'1�. ^. yi:i- .� - ^i�•�" :r": -'-` � :iuC ������...:.��: I I I: 't �y •.:.+3�''r' ��e-.;�_ -« � �
.!' •`.js".4,4k � ie ti � .�M 9- .-��� `J,�/,7. k ; - f I i .r,` f' �i + •1• :I,iv
)T
'71 s
��// fif//1^r�^�/^1^.i• IFIr 4 111

YWIY .. �..uv •�J. YV
3g0
d
P.O. Dow 16135
Jackyn+lv,tlC• Nr; 211541
�xu—�Yo 1Llq
JUh• N L riLM L
JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING - LAND PLANNING - MAPPING
OFFICE: 910-349-9900
FAX NO.: 910-346-1210
E-MAIL: Iplerce 0 onslowonline. not
August 4, 2000
Mr, Dan Sams
N.C. Department of Natural Recourses
and Community Development
N . C Department of Sedimentation & Erosion Control
127 North Cardinal Drive
Wilmington, NC 28406
Re: Harbor Pointe
Dear Mr. Sams.
rHut Ui
40q ionnson R1,d,
Jackscmvdle. N,C 28540
A5 discussed at the meeting on August 2, 2000 with you, Ms. Janet Paith and me, Sunset
Cove Development, Inc. purchased eleven platted lots from Mr. Ronnie Bryant on March
10, 2000. The deeds to Sunset Cove was recorded in Deed Book 1563, Page 246 of the
Pender County Registry.
Prior to the purchase by Sunset Cove, I was unformed by Mr. Charles Riggs, surveyor for
Mr. Bryant, that no environmental permit would be required if the only land disturbing
activity would be construction of the drive, as shown on the recorded plat, and a bulkhead
for the lots since less than one acre would be disturbed. Mr. Riggs informed me that the
only Permit required for subdividing the approximately 2 acre tract of land was the utilities
permit and any remaining permits required were in the possession of Mr. Bryant.
I lowever, l was not informed, nor was I aware, that a sedimentation and erosion control
plan for a 5.3 acre tract, including the adjacent watercourse, has been applied for by Mr,
Bryant and approved.
1 only became aware of the Letter of Approval issued by your agency of the sedimentation
and erosion control plan submitted by Mr. Bryant at our meeting on August 2, 2000.
Sunset Cove never had any intention of undertaking the more extensive land disturbing
activities for which the plan applied for by Mr. Bryant had been approved. In fact, the
only land disturbing activity performed was the construction of the drive in the access
easement area shown on the recorded plat and, after receipt of a CAMA permit,
installation of the bulkhead on behalf of individuals and entities who owned seven (7) of
LOTS. I A 4M1-AND AND WOODLAND SURVEYING - SITE PLANNING - SUBDIVISION LAYOUT - LAND DEVELOPMFN I PLANNING
CONSTRUCTION SURVEYING -TOPOGRAPHIC SURVEYING AND MAPPING
Phase I Envlranmental Audit/ Rlsk Assemmenr

910-346-1210 JOHN L PIERCE
Page 2
' Harbor Pointe
August 4, 2000
the platted lots. The total area of land -disturbance was less than thirty-nine thousand
(39,000) square feet.
PAGE 02
As you know, I am aware of the requirement for a sedimentation and erosion control plan
approval in the event more than one acre --of land will be disturbed. Had I known of the
plan submitted by and approved for Mr. Bryant, I would have contacted your office to
rescind the plan prior to undertaking the minimal land disturbing activities performed by
Sunset Cove_
Hopefully, this letter outlining the chronology 'of events and explanation of the actions
taken will be sufficient to consider the plan approved for Mr. Bryant a moot issue since he
no longer has any ownership interest in the land and the more extensive activities
proposed therein will not be undertaken,
If you need any additional information or have any questions, please contact me.
Sincerely,
John L. Pierce
JOHN L. PIERCE & ASSOCIATES, P.A.
1p/bb

0 5RJ
74
'/ 27 /
24-,� 0-0
I
e-7
-21 T7 69,