SW8040129_Compliance Evaluation Inspection_20200826

STATE OF NORTH CAROLINA, Department of Environmental Quality,
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 [phone]
FILE ACCESS RECORD
DEQ SECTION: 1>6WVLIZ REVIEW TIME / DATE: .2 : ®a f &• Z L 2 4 - 2, p
NAME: EMAIL:
R-41E EMAIL: V1�C1 Yl�.I S�C��Oh3`,WeA_
REPRESENTING: 5Etf! PHONTIE: 26 9 67 7-
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records in our custody readily
available to the public for ,review and copying. We also have the responsibility to the public to safeguard these records and to carry
out our day-to-day program obligations. Please read carefully the following guidelines signing the form:
1. Due to the large public demand for file access, we request that you call at least a day in advance to schedule an
appointment to review the files. Appointments will be scheduled between 9:00am and 3:00pm. Viewing time ends at
4:45pm. Anyone arriving without an appointment may view the files to the extent that time and staff supervision
is available.
2. You must specify files you want to review by facility name. The number of files that you may review at one time will
be limited to five.
3. CA -MA Major Permits are issued out of the Morehead City District Office. The COMPLETE file is in the Morehead
Office and may contain additional information and/or comments which may not be m the WIRO file.
4. You may make copies of a file when the copier is not in use by the staff and if time permits. Cost per copy is $.05 cents.
Payment may be made by check, money order, or cash at the reception desk.
5. FILES MUST BE KEPT IN ORDER YOU FOUND THEM. Files may not be taken from the office. To remove,
alter, deface, mutilate, or destroy material in one of these files is a misdemeanor for which you can be fined up to
$500.00. No briefcases, large totes, etc. are permitted in the file review area.
6. Necessary large plan copies can be scheduled with Cameron.Weavergncdenr.g.nv 91.9-796-7475 fora later date/time at
an offsite location at your expense. Large plan copies needed should be attached on top of the file. Allways Graphics
can be contacted to set up payment options. Written questions may be left with this completed farm and a staff
member will be in contact with you IF you provide your contact information where indicated above.
7. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and collected for checks on which
payment has been refused.
FACILITY NAME COUNTY
1. S�ASQb2��i �aJ� 7�Q�fl��.
2.
4.
5.
Signature and Name of Firm/Business
COPIES MADE PAID
Date MM/DD/YY Time In Time Out
ItiVOICE
G1ADM/Shared/File Review Access Form rev 2018

STATE OF NORTH CAROLINA, Department of Environmental Quality,
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 [phone]
FILE ACCESS RECORD
DEQ SECTION:REVIEW TIME / DATE
NAME: EMAIL:
REPRESENTING: "4=
Z'Ob PM f1 7-1( -Zo
PHONE: _u3 - l ty N- U 7 Z
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records in our custody readily
available to the public for review and copying. We also have the responsibility to the public to safeguard these records and to carry
out our day-to-day program obligations. Please read carefully the following guidelines signing the form.:
1. Due to the large public demand for file access, we request that you call at least a day in advance to schedule an
appointment to review the files. Appointments will be scheduled between 9:00am and 3:00om. Viewing time ends at
4:45pm. Anyone arriving without an appointment may view the files to the extent that time and staff supervision
is available.
2. You must specify files you want to review by facility name. The number of files that you may review at one time will
be limited to five.
4. You may make copies of a file when the copier is not in use by the staff and if time permits. Cost per copy is $.05 cents.
Payment may be made by check, money order, or cash at the reception desk.
FILES MUST HEKEPT IN ORDER YOU FOUND THEM. Files may not be taken from the office. To remove,
alter, deface, mutilate, or destroy material in one of these files is a misdemeanor for which you can be fined up to
$500.00. No briefcases large totes, etc. are Permitted in the file review area.
Necessary large plan copies can be scheduled with Camerou.Weaverl@ncdenr.;ov 919-796-7475 for a later date/time at
an offsite location at your expense. Large plan copies needed should be attached on top of the file. Allways Graphics
can be contacted to set up payment options Writtegons.may be:left ryrtl� this completed fomnand �° staff
_. _.—mPriiher tvili �p inerstttaet t ith artn 1T �A1110 ps ,_ �Itl11r FdIII fCt tin ' rmafia �hnre m(lj A eri a�hpv . ---. . — ---...
7. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and collected for checks on which
payment has been refused.
FACILITY NAME
1. S iJ
2.
4.
ame of FirmBusiness
Date D/YY
COUNTY
1% rw.% S �_
:2 -3"p MVA
Time In Time Out
COPIES MADE � PAID INVOICE
GJADM/Shared/File Review Access Form rev 2018

STATE OF NORTH C AROLINA, Department of Environmental Quality.
127 Cardinal Drive Extension, Wilmington. North Carolina 28405 [phone]
FILE ACCESS RECORD
DEQ SECTiON: DEMLR/SW RE v i t..", HMI "DATE: 1:00-3:00 March 9. 2020
NAME: Don Rowe
REPRESENTING:
FMA11 [e-mail]
PHON I 203-404-9672
Guidelines for Access: The staff of Wilmington Regional Office lu dedicated tc making public records in our custody readily
available to the public for review and copying. We also have the responsibility to the public to safeguard these records and to carry
out our day-to-day program obligations. Please read carefully the to!lm� ing guidelines signing the form:
1. Due to the large public demand for file access, we request that you call at least a day in advance to schedule all
appointment to review the tiles. Appointments will be scheduled between 9:00am and 3:00pm. Viewing time ends at
4:45pni. Anyone arriving without an appointment may view the files to the extent that time and staff supervision
is available.
2. You must specify tiles you want to review by facility name. Hie number of tiles that you ma\ review at one time will
be limited to five.
S`la'or Permits are_issucu 0111 its :rr++tua i^ ,Iri+.. :;'lies. fhe.CQMhi..I _.L rile is in the Morehead
Otltly rind inay contain addltionw HII .iia[Ill QIjCIII . which may not be il, 1111L
4. You may make copies ofa file when the copier is not rig rise by the staff and if time permits. Cost per copy is S.05 cents.
Payment may be made by check, money order, or cash at the reception desk.
FILES MUST BE KEPT IN ORDER YOU FOUND THEM. Files may not be taken from the office. To remove.
alter. deface. mutilate. or destroy material in one of these tiles is a misdemeanor for which you can be tined up to
$500.00. No briefcases,. large totes. etc. are erp mitted in the file review area.
6. Necessary large plan copies can be scheduled with Cameron. Weaver%c mcdenr.gov 919-796-7265 for a later date time at
an offsite location at your expense. !.arge plan copies needed should be attached on top of the tile. Allways Graphics
can be contacted to set up payment options. Written questions may be left with this completed form and a staff
member will be in contact with you tF you provide your contact information where indicated above.
7. In accordance with General Statue -512. a $25.00 processinu i'ee will be charged and collected for checks on which
payment has been refused.
FACILITY NAME COUNTY
SW8 040129 Seaspray Cove at Carolina Place Brunswick
3.
4.
5
Signature and Name of Firm/Business Date MM/DD/YY mie In Time Out
r
COPIESMADE PAID r� INVOICF,
U/AUM/Shared/Pile ReviexN Access Norm rex 2018

STATE OF NORTH CAROLINA, (Department of Environmental Quality,
127 Cardinal (Drive Extension, Wilmington, North Carolina 28405 [phone]
FILE -ACCESS RECORD
DEQSEC ON: 1iS,e; r��REVIEW TE /DATE : 7 1 �pa,t j Q t�N
NAME: EMAIL: _ Mar'Ct.A_(' i Go ,54 )I v)G. b M
REPRESENTING: _J PHONE:b�-?-
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to snaking public records in our custody readily
available to the public for review and copying. We also have the responsibility to the public to safeguard these records and to carry
out our day-to-day program obligations. Please read carefully the following guidelines signing the form:
1. Due to the large public demand for file access, we request that you call at least a day in advance to schedule an
appointment to review the files. Appointments will be scheduled between 9:00am and 3:00pm. Viewing time ends at
4:45pm. Anyone arriving without an appointment may view the files to the extent that time and staff supervision
is available.
2. You must specify files you want to review by facility name. The number of files that you may review at one time will
be limited to five.
3.CAMA Mai or Pei wits _aye issued out of:the Morehead .City District Office.' The COMPLETE file
4. You may make copies of a file when the copier is not in use by the staff and if time permits. Cost per copy is $.05 cents.
Payment may be made by check, money order, or cash at the reception desk.
FILES MUST BE KEPT IN ORDER YOU FOUNT) THEM. Files may not be taken from the office. To remove,
alter, deface, mutilate, or destroy material in one of these files is a misdemeanor for which you can be fined up to
$500.00. No briefcases, large totes, etc. are permitted in the file review area.
6.; Necessary large plan copies can be scheduled with Canieron.Weaver n:ncdenr.�ov 919-796-7475 for a later date/time at
an offsite location at your expense. Large plan copies needed should be attached on top cfthe file. Allways Graphics
can be contacted to set up payment options 'Written questions may be left with this -completed form and a: staff
Inemb'er will be,in contact with you IF -you provide your contact information where mdacated. above.
7. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and collected for checks on which
payment has been refused.
FACILITY NAME
3.
4.
U
Signature and Name of Firm/Business
COPIES MADE PAID
Date MM/DD/YY Time In
INVOICE
COUNTY
Time Out
G:/ADM/Shared/File Review Access Form rev 2018

Pusey, Steven
From: Stefanie Hubble <[e-mail]>
Sent: Monday, August 26, 2019 3:00 PM
To: Pusey, Steven
Subject: [External] Seaspray Cove @ Carolina Place - State Stormwater Managemetn Permit
SW040129
Attachments: SKM_C454e19080609350.pdf
Hello Mr. Pusey,
I received the attached Notice of Inspection for Seaspray Community Association Inc.
I wanted to let you know that the items are being/will be addressed. If you have not heard from Nick at
Coastal Carolina Resource Group yet, you should be soon in regards to a plan of action.
#1— Excess sediment has accumulated in the upper basin #113 (near Northampton Drive). This top layer of
sediment and vegetation should be removed to promote better infiltration.
■ Coastal Carolina Resource Group, Inc. will be breaking up the compacted surface soils and grass
thatch present in basin 1A, 1B,and 3A. Landscapers will mow the area first, as soon as weather
permits and basins are not filled with water; then CCR will be able to address any further issues.
#2 — Basin #313 in the "villas' section was like a pond, holding at least one foot of water. However there was no
overgrowth of invasive plants or other vegetation. It is believe that root matter and clay sub -soil is causing it
not o infiltrate properly. It is our understanding that much of the root matter has already been removed.
Further Study is needed to come up with a solution for stormwater treatment; maybe this basin can be
converted to different type(s) of stormwater control measures(s).
■ Coastal Carolina Resource Group, Inc. will be looking into the further and working with the
Seaspray Villas to reach a solution. This will be a huge project and will require much time and funds
to work on correcting.
If there is anything else needed from me, please let me know.
On behalf of the Seaspray Community Association, Inc.
Thank you,
Stefan.*e Hubble
C_ mmunity A:9anager
CXV!S - Ccmrn. unity Associatior. Miaragerrent Services, AAMC,'6
direct 910-726-9829 i office 377-672-2267
Get access to community informc'-ion, payment services can:; more on our vvebsite!

From: Jill Hollows <[e-mail]>
Sent: Tuesday, August 6, 2019 10:26 AM
To: Stefanie Hubble <[e-mail]>
Cc: Deanna King <[e-mail]>
Subject: FW: Message from KM_C454e
Stefanie,
I think this is for Seaspray Cove HOA. I scanned a copy originally to Deanna because I didn't know another Brunswick
County manager name. If this doesn't belong to you, please let me know!
From: [e-mail] <[e-mail]>
Sent: Tuesday, August 6, 2019 10:36 AM
To: Jill Hollows <[e-mail]>; Deanna King <[e-mail]>
Subject: Message from KM_C454e

Pusey, Steven
From:
Nick Garner <[e-mail]>
Sent:
Monday, August 26, 2019 6:40 PM
To:
Pusey, Steven
Cc:
'Cheryl Mitchell'; 'Stefanie Hubble'; 'Mark Arcuri'
Subject:
[External] RE: Inspection report for Seaspray Cove
Attachments:
Yaupon Soil Details.pdf, Sea Spray Villas Soil Map.pdf
i� mal errPaii. Do not click links or open a
Good Evening Steve,
Thank you for the inspection report. I'm sorry I missed you on the day you visited the site. I wanted to follow up with our
conversation regarding the current state of infiltration 3B. As you may know we have had issues with phragmites in this
basin. We worked for years to chemically treat this vegetation and get it under control. We have added bacteria to help
break down the accumulated organics in the basin: and to help re-establish the infiltration. With all the rain we had last
year, this basins lack of performance caused the townhome area to flood numerous times. I started working with the
board to come with solutions.
Our first step was to dredge the basins bottom back to natural soi's and remove any remnant phragmite root debris that
may be blinding off the facility. We proceeded with this and had just pulled the machines out of the basin a few days
before your arrival. During our dredging operation we found that all the natural subsoils were composed of a clay loam.
We dug a few eight foot deep test wells and found that the clayey loam was present at all depths. The presence of this
clay is restricting the infiltration. I proceeded to the MRCS website and found that this area was mapped as having a
Yaupon silty clay loam. I have attached the soil map and description for your records. Given this situation, we will never
be able to get infiltration in this soil.
Because of the current complexity of this situation, I brought Mark Arcuri with SEPI engineering on board to help
engineer a solution to this problem. During our walk through, Mark has also determined that this basin lacks the ability
to go offline during these large storm events. We are currently working with the board to come up with cost effective
options to resolve these problems. We will keep you informed as we work through this. I assume some additional
permitting will be in order. Please feel free to contact us if you have any questions. Thanks so much!
dick Game_
CCRG- Stormwater M -,nager
910.470A225
nick(accrgnc.com
From: Pusey, Steven [mailto:[e-mail]]
Sent: Thursday, August 01, 2019 2:24 PM
To: Nick Garner ([e-mail]) <[e-mail]>
Subject: Inspection report for Seaspray Cove
Nick,
Attached is my inspection report for Seaspray Cove in Brunswick County. I assume you will be helping the Association to
develop and submit a formal Plan of Action on this matter.
Let me know if you have any questions or comments.
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ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH NORTH CAROLINA
Dtom August 1, 2019 EnY&mLmvuWQuaty
Seaspray Community Association, Inc.
ATTN: Edward H. Clark, President
1630 Military Cutoff Road, Suite 108
Wilmington, NC 28403
Subject: Notice of Inspection — Not Compliant
Seaspray Cove at Carolina Place
State Stormwater Management Permit No. SW8 040129
Brunswick County
Dear Mr. Clark:
On July 30, 2019, staff from the Wilmington Regional Office of the Division of Energy, Mineral and
Land Resources (DEMLR) inspected the subject project, located in Brunswick County, to determine the
status of compliance with the State Stormwater Management Permit Number SW8 040129, last revised
on November 7, 2016. DEMLR file review and site inspection revealed that the site is'NOT in
compliance with the terms and conditions of this permit. Please find a copy of the completed form
entitled "Compliance Inspection Report" attached to this letter, which summarizes the findings of the
recent inspection. As indicated in the attached inspection report, the following deficiencies must be
resolved:
1. Excess sediment has accumulated in the upper basin #113 (near Northhampton Drive). This top
layer of sediment and vegetation should be removed to promote better infiltration.
2. Basin #313 in the "Villas" section was like a pond, holding at least one foot of water. However,
there was no overgrowth of invasive plants or other vegetation. It is believed that root matter and
clay sub -soil is causing it not to infiltrate properly. It is our understanding that much of the root
matter has already been removed. Further study is needed to come up with a solution for
stormwater treatment; maybe this basin can be converted to different type(s) of stormwater
control measure(s).
Please be advised that, as the permittee, you are required to comply with the terms, conditions and
limitations of the Stormwater Management Permit under Title 15A North Carolina Administrative Code
2H .1003 and North Carolina General Statute 143-214.7, including the operation and maintenance of the
permitted stormwater system.
Failure to provide the requested information, or to respond to this letter with a plan of action, including a
timeline to resolve the identified deficiencies, by August 30, 2019, are considered violations of the
permit. If the requested information is not submitted to this office by the due date, then DEMLR staff
will re -inspect the site and may issue a Notice of Violation. Please also note that any individual or entity
found to be in noncompliance with the provisions of a stormwater management permit or the stormwater
rules is subject to enforcement action as set forth in NCGS 143 Article 21, including the assessment of
civil penalties of up to $25,000 per day.
If you have any questions, please contact me at the Wilmington Regional Office, telephone number (910)
796-7215 or via email at [e-mail].
Sincerely,
%. $ �.NW7
Steven G. Pusey, EI
Environmental Engineer II
Enclosure: Compliance Inspection Report
GDS1sgp: 111StormwaterlPermits & Projects120041040129 HD12019 08 CEI_deficient 040129
cc: WiRO Stormwater Permit File
or �D_E W North Carolina Department of Environmental Quality I Division of Energy, Mneral and Land Resources
—FWilmington Regional Office I I27 Cardinal Drive Extension I Wilmington, North Carolina 28405
ypf+rH �aaa�w
aw.m.�aFn+...arara 910.796.7215

(STATE OF NORTH CAROLINA, Department of Environmental Quality,
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 [phone]
FILE ACCESS RECORD
DEQ SECTION: DEMLR/SW REVIEW TIME / DATE: 2:00pm-3:00pm / February 11, 2019
NAME: Bernie. Mowbray
REPRESENTING: Sgpi Engineering
EMAIL: bmowbrgy@,sgpiengineering.com
PHONE: [phone]
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records in our custody readily
available to the public for review and copying. We also have the responsibility to the public to safeguard these records and to carry
out our day-to-day program obligations. Please read carefully the following guidelines signing the form:
1. Due to the large public demand for file access, we request that you call at least a day in advance to schedule an
appointment to review the files. Appointments will be scheduled between 9:00am and 3:00pm. Viewing time ends at
4:45pm. Anyone arriving without an appointment may view the files to the extent that time and staff supervision
is available.
2. You must specify files you want to review by facility name. The number of files that you may review at one time will
be limited to five.
4. You may make copies of a file when the copier is not in use by the staff and if time permits. Cost per copy is $.05 cents.
Payment may be made by check, money order, or cash at the reception desk.
5. FILES MUST BE KEPT IN ORDER YOU FOUND THEM. Files may not be taken from the office. To remove,
alter, deface, mutilate, or destroy material in one of these files is a misdemeanor for which you can be fined up to
$500.00. No briefcases, large totes, etc. are permitted in the file review area.
G. Necessary large plan copies can be scheduled with Cameron. WeaverCn,,ncdenneov 919-796-7265 for a later date/time at
an offsite location at your expense. Large plan copies_ needed should be attached on top of the file. Allways Graphics
can be contacted to setup payment options. cg 1 ;il earts«I�it a a aim
*mobi l ri �►" piwo�ide r
7. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and collected for checks on which
payment has been refused.
FACILITY NAME COUNTY
1. SW8 040129 Seaspray Cove at Carolina Place Brunswick
2.
3.
4.
5.
SEP,Z
Signature and N Firm usiness Date D/YY
COPIES MADE PAID
G:/ADM/Shared/File Review Access Form rev 2018
� �sy
Time In
INVOICE
Time Out

Compliance Inspection Report
Permit: SW8040129 Effective:11/07/16 Expiration: 02/02/20
Project: Seaspray Cove at Carolina Place
Owner: Seaspray Community Association Inc
County: Brunswick Adress: N Hampton Dr
Region: Wilmington
City/Stats/Zip: Brunswick NC 28424
Contact Person: Edward H Clark Title: President Phone:
Directions to Project:
From intersection of NC 211/NC133, south on NC 133 to North Hampton Drive. Left on North Hampton Dr. to Fleetwood Falls,
left on Fleetwood Falls.
Type of Project: State Stormwater - HD - Infiltration
Drain Areas: 1A - (Dutchman Creek Outlet Channel) (03-06-17) (SA;HQW)
1 B (Dutchman Creek Outlet Channel) (03-06-17) (SA;HQW)
2A -
2B -
3A
3B -
4A -
4B -
5-
6-
7A -
7B -
8-
On-Site Representative(s):
Related Permits:
Inspection Date: 07/30/2019 Entry Time: 02:30PM
Primary Inspector: Steven G Pusey
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant M Not Compliant
Question Areas:
State Stormwater
(See attachment summary)
Exit Time: 03:30PM
Phone:
Inspection Type: Compliance Evaluation
page: 1

Permit: SW8040129 Owner - Project: Seaspray Community Association Inc
Inspection Date: 07/30/2D19 -Inspection Type Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
The following actions need to be taken in order to bring this project into compliance:
1. Excess sediment has accumulated in the upper basin #1 B near Northhampton Drive. This sediment and vegetation
should be removed to promote infiltration.
2. Basin #313 in the "Villas" area was like a pond with about a foot of water in it. However, there was no overgrow
vegetation. It is believed that a clay bottom is causing it not to infiltrate. This basin should be studied further and a
solution provided so that the stormwater runoff is properly treated.
File Review
Is the permit active?
Signed copy of the Engineer's certification is in the file?
Signed copy of the Operation & Maintenance Agreement is in the file?
Copy of the recorded deed restrictions is in the file?
Comment:
SW Measures
Are the SW measures constructed as per the approved plans?
Are the inlets located per the approved plans?
Are the outlet structures located per the approved plans?
Comment: It appears that infiltration basin #1A has been brought into compliance with the permit.
Operation and Maintenance
Are the SW measures being maintained and operated as per the permit requirements?
Yes No NA NE
❑ ❑ ❑
❑ ❑ ❑
❑ ❑ ❑
E ❑ ❑ ❑
Yes No NA NE
■ ❑❑❑
■ ❑❑❑
■ ❑❑❑
Yes No NA NE
❑ E ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑
DWQ upon request?
Comment: 1. Excess sediment has accumulated in the upper basin #1 B near Northhampton Drive. This sediment
and vegetation should be removed to promote infiltration.
2. Basin #36 in the "Villas" area was like a pond with about a foot of water in it. However, then: was no
overgrow vegetation. It is believed that a clay bottom is causing it not to infiltrate. This basin should be
studied further and a solution provided so that the stormwater runoff is properly treated.
page: 2

STATE OF NORTH CAROLINA.
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
FILE ACCESS RECORD
SECTION 5W
TIMEMATE 3= a D P M % S' H' I
NAME �' r M �. f �. ► S
REPRESENTING raro u-b ��e c- -
Guidelines for Access: The staff of WUmington Regional Office is dedicated to making public records in
our custody readily available to the public for review and copying. We also have the responsibility to the
public to safeguard these records and to carry out our day-to-day program obligations. Please read
carefully the following guidelines signing the form:
1. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment to review the files. Appointments will be scheduled
between 9:00am and 3.00pm. Viewing time ends at 4:45pm Affone arriving without an
appointment may view the flex to the extent that time and staff supervision is available.
2. You must specify files you want to review fb�acalit'y name. The number of files 19 you
may review at one time will be limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if time pmmiis.
Cost per copy is $.05 cents. Payment may be made by check: money order, or cash at the
reception desk. Copies totaling $5 00 or more can be invoiced for your convenience.
4. FILES MUST BE KEPT IN ORDER YOU FOUND THEM' Files may not be taken from
the office. To remove, alter, deface, mutilate, or destroy material m one of these files is a
misdemeanor for which you can be fined up to $500.00. No briefcases large totes, at. are
permitted in the file review area.
5. In accordance with Geaneral Statue 25-3-512, a $25.00 processing fee will be charged and
collected.for checks on which payment has been refused.
FACILITY NAME
COUNTY
1. <W g ej -765U4
C'M �r ��,
i��,�
?2
2. S� d 12 R
SegjP..,
C�,a
?
U
Sknature anWame ofFhuvBusiraess Date
Please attach a business card to this form
COPIES MADE Q PAID
S:Admin.fdo access
Time In Time Out
INVOICE

STATE OF NORTH CAROLMA
Department of Environmental and Nataral Resources
127 Cardinal Drive Extension
Wjnbgtnn, North Carolina 29405
[phone]
FILE ACCESS RECORD
SECTION rV f //Y7 4V r —,
TiNWATE // Ge9 4111
NAME cle
REPRESENTING - 5/ -f-
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to malting public records in
our castody readily available to the public for review and copying. We also have the respousib'MY to the
public to safeguard these records and to carq out our day today program oblig'601"s. Please read
carefaUy the following gg*hws signing the farm:
1. Due to the large public an demd for file access, we request that you 00 at least a day in
advance to schedule an appointment to review the files. A ointmenis wt�l be scheduled
between =0 m and 3:00 & Viewimg time ends at 4:45pm. avone arAvi n is i aflai sal
a ointment ma vie ev the $les to the extent that time and staff R ervision is available.
2. You must specify -files you want to review
by fsrr.�iip name. The number of files that you
may review at one time will be limited to five.
3. You may make copies of a file when the copier is not in use by 1he staff and if time permits.
Cost per copy is $.05 cents. Pa meat may be made by eheck money order, or cash at the
receUtion desk gnies t6taling $S 00 or more en be itvoieed for pour eonyenienee.
4. FLIES MUST $E l[£EET IN d3)EtiDER YOU FOUND Files may not be taken from
the office. To remove, alter, deface, mutilate, or destroy material in one of these files is a
misdemeanor for which you can be fined up to $500M. No briefcases, large totes etc. are
permitted in the Me review area.
5. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and
sollected.for checks on wMch payment has been refused
FACILITY NAME ' . CQiJPiTY
4.
Signature and Name offir, Busiaess Date Time In Time Out
Please attach a businm card to this form IN QX�E
COPIES MADE PAID
S:Adxnin..file access

STATE OF NORTH CAROUNA
Department of SnYhmnental and Natural ResWrcw
127 Catdbal Drive Rden6m
'hilt-lagion, North Carolina 29405
[phone]
FILE ACCESS J[t) MR- D
Guiclelnes far Access: The staff ofiimzugtan Office is declicxted to making public records iu
our custody readt'ly available to the public for review and capying W'e also have the respan& k to the'
public, to safeguard these words and to cant' out our day-to-day progrsm obligations. Please read
caredally the following guidelines signing the farm:
1. Due to -die large public demand for Me access, we. regent tba*ou cart at least a day in
a4r=e to schedule an appohitment to reviewtho Me& AMobitmats wM be w_kedajed
between j.-00gmand.3rQQnm. Vzewing*wendsat4A5pm, �►a+►onearriyin�wifhautam
g.pVQ*t ent may view tie files to the g# nt that time and&f'fsrtue"MoII is available.
2. You must speczfy files you want to review bv. iycdi r name. no number of files ihat you
may reviow at ow time wzll be limb d to five.
3. You may make copies of a file when. the copier is not ire use by the Staff and iftune pearmitas.
Cost per copy is $.05 cents. PaUmet may be made by check mou ff order, or cash at iite
recenti A desk. Conies totaling $5 4Q or more can be invoiced for Mug eonyeniarnae.
4; Ili a MM $E ME]: IN 281DER Y011T ;�UND TUM' M188 map notbe taken from
to oifim - To rTmave, aJier, dB60e, mutilate, or destroy material in one of these files is a
misdemeanor for which you can be fined up to $500,00. No brief=6& lame toles, etc. are
ud in. the file review area.
5. In accordance wlth General S'tatae 25.-3-512, a $25.00. processing fee wdl be 6harged and
pollected for checks on which payment has been. refused
1ACT)1ITY NAME COUNTY
4
She mdNow ofAMYSusiness Date
Please attach a bv&ess card to ffw;s, fbm a
COPIES MADE ,2?ID PA
S:Adrnin..file access
Time In
INVOICE
G'ca
'lime Out

State Stormwater Inspection Report
General
Project Name: Co ve
Permit No: SW8 d yo/2-7
Expiration Date: 2.12 b to
Contact Person: C(4rA /K P/4ee-
Phone Number:
Inspection Type: SwP
Inspection Date: ` p Ala I /
Time In: : 3 D
Time Out:
Current Weather: V Clo,r 'go
Recent Rain (Date)? j0 ! Z
Rau► Z in
Location
Facility Address
lI,,/,,Location: C4io1,h4 p14 -ee l/ l3? V Al W- / v t -
City: �'n u T� o� Zip: ounty: Lat: f y� J,f "N Long: - o «W
Permit Information
Rule Subject to (circle one): 1988 Coastal Rule 995 Coastal Rule 2008 Coastal Rule Session Law 2006-246
Goose Creek High Quality Waters Outstanding Resource Waters
Density (circle one): High ( Low (LD)
Stormwater Best Mana ement Practices (BMPs) (insert number of each):
Wet Ponds Infiltration Basins Infiltration Trenches LD Swales Stormwater Wetlands
Dry Ponds Bioretention Permeable Pavement Sand filters (circle one) Open Closed
Cistern Level Spreader/Filter Strip Other (spec):
File Review vs- u.. WA KUM
1. Is the permit active?
2. Signed Engineer's Certification on file?
3. Signed Operation and Maintenance agreement on file?
4. Recorded Deed Restrictions on file?
Site Viseit- Ruilt llnnn Aran IRllel v__
5. BUA is constructed and consistent with the permit requirements?
6. BUA aspermitted) is graded such that the runoff drains to the system? h density only)
7. Drainage area is consistent withpermit? i.e. no un ermitted drainage to the SW BMPs
8. Drainage area is stabilized? to reduce risk of sedimentation to the SW BMPs
Site Visit- Stermwatnr RMPa V-- Ll
9. Stormwater BMPs are located per the approvedplans?
10. Stormwater BMPs have dimensions e . length, width, area matching the approvedplans?
11. Stormwater BMPs are constructed per the approvedplans?
Site Visit- Oneratinn and Maintananr_a %I-- L,_ wue u,in
12. Access points to the site are clear and well maintained? aC
13. Trash has been removed as needed?
14. Excessive landscape debris ass clippings, leaves, etc is controlled?
15. Stormwater BMPs being operated and maintained as per the permit requirements?
i
16. Inspection and Maintenance records are available for inspection? (high density only, 1995 - sentonly)
Site Visit: Other Permit Conditions OW4/,e VP ?a Yes es No NIA N/E
17. Is the site compliant with other conditions of the vermit?
ane visit: utner nrater uuaiitv issues Yes No N/A N/E
18. Is the �slite compliant with other water quality issues as noted during the inspection? .
-X" fl/3 � �rml�or, is %ems ve° e-iwr'r,`.•, �'16.� Hegt-.�a�v�1 w4 Vfh,t .
tom, 6 PSG s-
State Stormwater Inspection Report, Version 3.0_3-04 page 1 of 2

l INFILTRATION BASIN: O & M Inspection Report
Inlets and Pretreatment
1. Drainage area is managed to reduce the sediment load to the basin: ❑ ❑ (=j
2.
Bypass structure / Vegetated filter is free of erosion and obstructions:
❑
❑
❑
❑
3.
Inlet device is free of erosion, damage or clogs:
❑
❑
❑
0-1
4.
Pretreatment area free of excessive sediment:
10
❑
❑
❑
5.
Pretreatment area is free of erosion:
©'
❑
❑
Va
6.
Rip rap (if used) is in correctly placed:
❑
❑
❑
Perimeter
7.
Perimeter of the infiltration basin is free of bare soil or erosion:
d
❑
❑
❑
8.
Vegetation around the basin is maintained at N6 inches height:
❑
[
❑
❑
9.
Slopes and bottom are free of erosion and woody vegetation (trees or shrubs):
❑
[]�
❑
❑
Main Treatment Area
10.
Main treatment area is free of weeds:
19
❑
❑
❑
11.
Vegetation in the basin is maintained at N6 inches height:
❑
[f
❑
❑
12.
Main treatment area is free of excessive sediment:
❑
❑
❑
❑
13.
Main treatment surface area is free of clogs:
❑
❑
❑
Z
14.
Basin is drained and it has been more than 5 days since last rain:
❑
❑
❑
Outlet Device
15.
Outlet device is free of erosion, clogs or damage:
❑
❑
❑
16.
Orifice size matches approved plans:
❑
❑
[mil
❑
17.
Relative elevations match approved plans:
❑
❑
❑
E(
18.
Outlet device draining properly - (free of standing water, cattails, etc.):
❑
❑
❑
12,
V3.3_09

I INFILTRATION BASIN: O & M Inspection Report
Inlets and Pretreatment
I.
Drainage area is managed to reduce the sediment load to the basin:
❑
El
2.
Bypass structure / Vegetated filter is free of erosion and obstructions:
❑
❑
❑
❑
3.
Inlet device is free of erosion, damage or clogs:
❑
❑
4.
Pretreatment area free of excessive sediment:
[v]�
❑
❑
❑
5.
Pretreatment area is free of erosion:
F'
❑
❑
❑
6.
Rip rap (if used) is in correctly placed:
❑
❑
❑
❑
Perimeter
7.
Perimeter of the infiltration basin is free of bare soil or erosion:
❑
❑
❑
❑
8.
Vegetation around the basin is maintained at N6 inches height:
❑
❑
❑
❑
9.
Slopes and bottom are free of erosion and woody vegetation (trees or shrubs):
❑
❑
❑
❑.
Main Treatment Area
10.
Main treatment area is free of weeds:
9f
2'
❑
❑
11.
Vegetation in the basin is maintained at N6 inches height:
❑
Er
❑
❑
12.
Main treatment area is free of excessive sediment:
❑
9
❑
❑
13.
Main treatment surface area is free of clogs:
❑
❑
❑
14.
Basin is drained and it has been more than 5 days since last rain:
❑
❑
❑
[R/
Outlet Device
15.
Outlet device is free of erosion, clogs or damage:
❑
❑
[f
❑
16.
Orifice size matches approved plans:
❑
❑
W
❑
17.
Relative elevations match approved plans:
❑
❑
❑
0'
18.
Outlet device draining properly — (free of standing water, cattails, etc.):
❑
❑
❑
V
V3.3_09

INFILTRATION BASIN: O & M Inspection Report
Inlets and Pretreatment
1.
Drainage area is managed to reduce the sediment load to the basin:
LET
Ej
❑
❑
2.
Bypass structure / Vegetated filter is free of erosion and obstructions: i � <e �
❑
W
I vJ
❑
3.
Inlet device is free of erosion, damage or clogs: 5wq !e -i
❑
E"
❑
❑
4.
Pretreatment area free of excessive sediment: ©Sri
[K
❑
❑
❑
5.
Pretreatment area is free of erosion:
❑
[-,
❑
❑
6.
Rip rap (if used) is in correctly placed:
[/
❑
❑
❑
Perimeter
7.
Perimeter of the infiltration basin is free of bare soil or erosion:
2
❑
❑
❑
8.
Vegetation around the basin is maintained at N6 inches height:
[;r
❑
❑
❑
9.
Slopes and bottom are free of erosion and woody vegetation (trees or shrubs):
EJ-/
❑
❑
❑
Main Treatment Area
10.
Main treatment area is free of weeds:
1�r
❑
❑
❑
11.
Vegetation in the basin is maintained at N6 inches height:
P"
❑
❑
❑
12.
Main treatment area is free of excessive sediment:
R""
❑
❑
❑
13.
Main treatment surface area is free of clogs:
R"'
❑
❑
❑
14.
Basin is drained and it has been more than 5 days since last rain:
❑
❑
❑
I"
Outlet Device
15.
Outlet device is free of erosion, clogs or damage:
❑
❑
Er
❑
16.
Orifice size matches approved plans:
❑
❑
[Q-1
❑
17.
Relative elevations match approved plans:
❑
❑
❑
[
18.
Outlet device draining properly — (free of standing water, cattails, etc.):
❑
❑
❑
[�
V3.3_09

r v INFILTRATION BASIN: O & M Inspection Report
Inlets and Pretreatment
1. Drainage area is managed to reduce the sediment load to the basin: Fr ❑ i ❑
2.
Bypass structure / Vegetated filter is free of erosion and obstructions: j 9 /� , f
❑
❑
3.
Inlet device is free of erosion, damage or clogs: s ov"e
—>Or
❑
❑
4.
Pretreatment area free of excessive sediment: El
❑
ElL�J
�y
5.
Pretreatment area is free of erosion:
W
[r
❑
❑
6.
Rip rap (if used) is in correctly placed:
❑
❑
2,
Perimeter
7.
Perimeter of the infiltration basin is free of bare soil or erosion:
L9'
❑
❑
❑
8.
Vegetation around the basin is maintained at N6 inches height:
[]*'
❑
❑
❑
9.
Slopes and bottom are free of erosion and woody vegetation (trees or shrubs):
['
❑
❑
❑
Main Treatment Area
10.
Main treatment area is free of weeds:
❑
❑
11.
Vegetation in the basin is maintained at N6 inches height:
❑
[e
❑
❑
12.
Main treatment area is free of excessive sediment:
❑
0
❑
13.
Main treatment surface area is free of clogs:
❑
❑
❑
[9-"
14.
Basin is drained and it has been more than 5 days since last rain:
❑
❑
❑
2
C Outlet Device
15.
Outlet device is free of erosion, clogs or damage:
❑
❑
D
❑
16.
Orifice size matches approved plans:
❑
❑
EV
❑
17.
Relative elevations match approved plans:
❑
❑
❑
["
18.
Outlet device draining properly — (free of standing water, cattails, etc.):
❑
❑
❑
[/
V3.3_09

State Stnrmwafar Incnpctinn Rannrf
Comments 3 ------------------------r----._...__r_..
vl�sy_zf� . Rec.,
of the pictures taken during the site
Compliance Status ❑ Compliant ❑ Non -Compliant
Letter Sent (circle one): Yes No Letter type: CEI NOV NOVRE Other
Date Sent: Reference Number:
Inspector Name and Signature: Date:
State Stormwater Inspection Report, Version 3.0 3-09 Page 2 of 2

A � A
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
December 17, 2014
Mr. Edward Heath Clark, President
Seaspray Community Association, Inc.
1630 Military Cutoff Road, Suite 108
Wilmington, NC 28403
Subject: Notice of Inspection — Not Compliant
Seaspray Cove at Carolina Place
Permit No. SW8 040129
Brunswick County
Dear Mr. Clark:
John E. Skvada, III
Secretary
On November 21, 2014, we received a complaint from Mr. Jim MulCahy, President of Carolina Place
HOA, where he stated that the overflow from infiltration basin 1A in Seaspray Cove had clogged up the
roadside swales in the Carolina Place subdivision. Therefore, on December 11, 2014, staff from the
Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (DEMLR) inspected
Seaspray Cove at Carolina Place in Brunswick County to determine the status of compliance with the
State Stormwater Management Permit Number SW8 040129 issued on June 13, 2005 and as modified
thereafter. DEMLR file review and site inspection revealed that the site is not in compliance with the
terms and conditions of this permit. Please find a copy of the completed form entitled "Compliance
Inspection Report" attached to this letter, which summarizes the findings of the recent inspection.
As indicated in the attached inspection. report, the following deficiencies must be resolved:
Infiltration basin 1A appears to be inundated with water and is not drawing down properly. The
basin bottom elevation. is supposed to be at 23 feet and the minimum berm elevation is
supposed to be 25.5 feet according to the approved plans. However, according to the as -built
plan received on Jan. 19, 2006 by land surveyor, David Edwards, care of WK Dickson, the
bottom elevation is 15 feet and the top of berm elevation is 19 feet. According to the soils report
by S&ME dated December 8, 2003, the SHWT elevation is at least 5 feet below the ground
surface. This equates to a seasonal high water table (SHWT) of 24 feet, or 9 feet above the as -
built bottom elevation. Accordingly, during the wet season, the bottom elevation could be as
much as 9 feet below the water table, which is not acceptable. Even if the SHWT is 21 feet as
shown on the infiltration basin supplement, the bottom elevation would be 6 feet below the water
table. Requirement for infiltration basin design is that the SHWT must be 2 feet below the
bottom elevation, so the SHWT should be at 13 feet for this basin to function properly. We
believe that this is the reason why the basin doesn't draw down properly. A designer's
certification was received on Oct. 19, 2007 from James Fentress, Jr. of Stroud Engineering,
stating that construction was built within substantial compliance and intent of the approved plans
and specifications. However, based on the as -built plans, it appears that this certification was in
error.
2. Again, according to the as -built plans, the top of berm is at about 19 feet elevation. However, it
appears that an overflow weir has been installed adjacent to the roadside Swale that is about 1
foot lower than the berm. So, the overflow elevation would be at 18 feet, which is about 6 feet
below a SHWT of 24 feet. Even if the SHWT is 21 feet as shown on the infiltration basin
supplement, this overflow weir would be 3 feet below the water table, which is a problem. This
would cause the water to drain constantly into the swale and could cause sediment buildup from
the basin overflow point downward in the swale. According to visual observation during the
inspection, the current water table appeared to be at about 6 inches below the overflow weir, so
this would be at 17.5 feet elevation. Please note that the overflow weir is not shown on the
plans.
Division of Energy, Mineral, and Land Resources
Land Quality Section —Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 - (910) 796-72151 Fax: [phone]

Mr. Edward H. Clark
December 17, 2014
Please inform this Office in writing before January 16, 2015 of the specific actions that will be
undertaken and the time frame that will be required to correct the deficiencies. It appears that an
engineering study may need to be conducted to verify the performance of this infiltration basin. Failure
to provide the requested information, or to respond to this letter by the due date, may initiate
enforcement action including the assessment of civil penalties of up to $25,000 per day. If a written
plan of action is not submitted to this office by January 16, 2015, then DEMLR staff will re -inspect the.
site and issue a Notice of Deficiency if the listed deficiencies have not been addressed.
If the property associated with this project has been/will be sold or legally conveyed to another entity or
if the project or permit holder has changed its name and/or mailing address, it is your responsibility as
the permittee to submit a completed and signed Name/Ownership change form to DEMLR at least 30
calendar days prior to making the changes. These forms are available on our website at:
http://portal ncdenr o[g/web/Ir/state-stormwater-forms docs.
If you have any questions, please contact me at the Wilmington Regional Office, telephone number
(910)-796-7215 or via email at [e-mail].
Sincerely,
Steven G. Pusey
Environmental Engineer
Enc: Compliance Inspection Report
}$-GDS1sgp: 111StormwaterlPermits & Projects120041040129 HD1201412 CEI_deficient 040129
cc: Georgette Scott, Wilmington Regional Office Stormwater Supervisor
Jim MulCahy, President — Carolina Place HOA, .S®v
James Fentress, PE — Stroud Engineering
WiRO Stormwater File
Page 2 of 2

Compliance Inspection Report
Permit:
SW8040129 Effective:03/21112
Project:
Seaspray Cove at Carolina Place
Owner:
Seaspray Community Association Inc
County:
Brunswick
Region:
Wilmington
Expiration: 02/02/20
Adress: N Hampton Dr
City/State/Zip: Brunswick NC 28424
Contact Person: Edward H Clark Titie: President Phone:
Directions to Project:
From intersection of NC 211/NC133, south on NC 133 to North Hampton Drive. Left on North Hampton Dr. to Fleetwood Falls,
left on Fleetwood Falls.
Type of Project: State Stormwater - HD - Infiltration
Drain Areas: 1A -'(Dutchman Creek Outlet Channel) (03-06-17) (SA;HQW)
1 B (Dutchman Creek Outlet Channel) (03-06-17) (SA;HQW)
2A -
2B -
3A -
3B -
4A -
4B -
5-
6-
7A -
7B -
8-
OnSite Representative(s):
Related Permits:
Inspection Date: 12111/2014 Entry Time: 11:30AM
Primary Inspector: Steven G Pusey
Secondary Inspector(s):
Reason for Inspection: Complaint
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant Not Compliant
Question Areas:
M State Stormwater
(See attachment summary)
Exit Time: 12:30PM
Phone:
Inspection Type: Compliance Evaluation
page: 1

Permit: SW8040129 Owner - Project: Seaspray Community Association Inc
Inspection Date: 12111/2014 Inspection Type Compliance Evaluation Reason for Visit: Complaint
Inspection Summary:
See details below and in letter.
File Review Yes No NA NE
Is the permit active? ME][--][]
Signed copy of the Engineer's certification is in the file? 0 ❑ ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? 0 ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? M ❑ ❑ ❑
Comment:
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? ❑ 0 ❑ ❑
Are the inlets located per the approved plans? M ❑ ❑ ❑
Are the outlet structures located per the approved plans? ❑ ■ ❑ ❑
Comment: 1 Infiltration basin 1A appears to be inundated with water and is not drawing down properly. The basin
bottom elevation is supposed to be at 23 feet. The minimum berm elevation is supposed to be at 25.5
feet According to the as -built plan received on Jan. 19 2006 by land surveyor, David Edwards, the
bottom elevation is 15 feet and the top of berm elevation is 19 feet. See report letter for further details.
2 The top of berm is supposed to be at least 25.5 feet. However, it appears that an overflow weir (not
on approved plans) has been installed adjacent to the roadside swale that is about 1 foot lower than the
berm According to the as -built plan received on Jan. 19, 2006 by land surveyor. David Edwards, the
bottom elevation is 15 feet and the top of berm elevation is 19 feet. Therefore, the overflow weir would be
at 18 feet or 6 feet below the SHWT. See report letter for further details.
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? 0 ❑ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑
DWQ upon request?
Comment:
Other WQ Issues Yes No NA NE
Is the site compliant with other water quality issues as noted during the inspection? ❑ M ❑ ❑
Comment: Excess sediment has accumulated in the roadside swales, impeding the flow of water towards the
discharge point and causing flooding in the swales during storms.
page: 2

Cox, David
From:
Cox, David
Sent:
Friday, July 26, 2013 2:45 PM
To:
'Landon Weaver
Cc:
Scott, Georgette
Subject:
Sea Spray Cove
Attachments:
2013 07 cei_bims 040129.pdf
Landon,
Here is the compliance report. This was generated by a question from a lawyer who represents the Condo HOA.
This question pertained to who is responsible for maintenance. Just an FYI. I still have to answer the question he posed
to me which will be the permittee of record.
David Cox

Compliance Inspection Report
Permit: SW8040129 Effective: 03/21/12 Expiration: 02/02/20 Owner: Seaspray Community Association Inc
Project: Seaspray Cove at Carolina Place
County: Brunswick N Hampton Dr
Region: Wilmington
Brunswick NC 28424
Contact Person: Edward H Clark Title: President Phone:
Directions to Project:
From intersection of NC 211/NC133, south on NC 133 to North Hampton Drive. Lefton North Hampton Dr. to Fleetwood Falls, left on
Fleetwood Falls.
Type of Project: State Stormwater - HD - Infiltration
Drain Areas: 1A - (Dutchman Creek Outlet Channel) (03-06-17 ) (
SA;HQW)
1 B - (Dutchman Creek Outlet Channel) (03-06-17 ) (
SA;HQW)
2A -
2B -
3A -
3B -
4A -
4B -
5-
6-
7A
7B -
8-
On-Site Representative(s):
Related Permits:
Inspection Date: 07/25/2013 Entry Time: 01:45 PM
Primary Inspector: Steven G Pusey
Secondary Inspector(s):
Reason for Inspection: Follow-up
Permit Inspection Type: State Stormwater
Facility Status: ■ Compliant Q Not Compliant
Question Areas:
0 State Stormwater
(See attachment summary)
Exit Time: 02:00 PM
Phone:
Inspection Type: Transfer Renewal
Page: 1

Permit: SW8040129 Owner - Project: Seaspray Community Association Inc
Inspection Date: 07/25/2013 Inspection Type: Transfer Renewal Reason for Visit: Follow-up
Inspection Summary:
Operation and Maintenance
Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ■ ❑ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWO ❑ ❑ ■ ❑
upon request?
Comment:
Page: 2

Fie Compliance Inspection Report
Permit SV1/8040128 Effective:03/21/12 Expiration: 02/02/20
Project: Seaspray Cove at Carolina Place
Owner: Seaspray Community Association Inc
County: Brunswick Adress: N Hampton Dr
Region: Wilmington
City/State/Zip: Brunswick NC 28424
Contact Person: Edward H Clark Title: President Phone:
Directions to Project:
From intersection of NC 211/NC133, south on NC 133 to North Hampton Drive. Left on North Hampton Dr. to Fleetwood Falls,
left on Fleetwood Falls.
Type of Project: State Stormwater - HD - Infiltration
Drain Areas: 1A - (Dutchman Creek Outlet Channel) (03-06-17) (SA;HQW)
1 B - (Dutchman Creek Outlet Channel) (03-06-17) ( SA;HQW)
2A -
2B
3A -
3B-
4A -
4B-
5-
6-
7A -
7B -
8-
On-Site Representative(s):
Related Permits:
Inspection Date: 06/16/2015 Entry Time: 02:OOPM
Primary Inspector: Steven G Pusey
Secondary Inspector(s):
Reason for Inspection: Follow-up
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant Not Compliant
Question Areas:
State Stormwater
(See attachment summary)
Exit Time: 04:30PM
Phone:
Inspection Type: Compliance Evaluation
page: 1

Permit: SW8040129 Owner - Project: Seaspray Community Association Inc
Inspection Date: 0611612015 Inspection Type Compliance Evaluation Reason for Visit: Follow-up
Inspection Summary:
Reference letter for details.
File Review Yes No NA NE
Is the permit active? 0 ❑ ❑ t^
Signed copy of the Engineer's certification is in the file? 0❑ ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ❑ ❑ ❑
Comment:
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? ❑ 0 ❑ ❑
Are the inlets located per the approved plans? ❑ ❑ ❑
Are the outlet structures located per the approved plans? ❑ ❑ ❑
Comment: Basin 1A and overflow weir not constructed per approved Plans Reference letter.
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ❑ 0 ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑ m
DWQ upon request?
Comment: Infiltration basin 1A and 1B need to be mucked out and restored —Downstream ditches on N. Hampton
Drive need cleaning out: at least down to Alamance Dr. is joint responsibility. SHWT to be determined
first. Reference letter.
page: 2

At=
MCEN�OR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
February 15, 2012
Mr. Edward Clark, Manager
Bill Clark Homes of Wilmington, LLC
430 Eastwood Road
Wilmington, NC 28405
Subject: NOTICE OF INSPECTION
Seaspray Cove at Carolina Place
Stormwater Permit No. SW8 040129
Brunswick County
Dear Mr. Clark:
On February 8, 2012, Steve Pusey of the Wilmington Regional Office of the Division of Water
Quality (DWQ) inspected Seaspray Cove at Carolina Place in Brunswick County to determine
compliance with Stormwater Management Permit Number SW8 040129 issued on June 13,
2005 and as modified thereafter. DWQ file review and site inspection revealed that the site is
not in compliance with the terms and conditions of this permit. Please find a copy of the
completed form entitled "Compliance Inspection Report" attached to this letter, which
summarizes the findings of the recent inspection.
As indicated in the attached inspection report, the following deficiencies must be resolved:
Basin 3B - Vegetation in and around the basin has been trimmed, however the weeds
are starting to grow back already. We recommend that this area be trimmed on a
regular basis to prevent future overgrowth. The main treatment area is acceptable.
• The inlet vegetated swale to Basin 3B needs to be cleared of all root matter from
previous weeds and cattails, and grass planted in this area. This swale must be kept
maintained by mowing on a regular basis to ensure that overgrowth does not inhibit
the flow and cause the water to backup into the parking lot drop inlets.
Please inform this Office in writing before March 1, 2012 of the specific actions that will be
undertaken and the time frame that will be required to correct the deficiencies. Failure to provide
the requested information, or to respond to this letter by the due date, may initiate enforcement
action including the assessment of civil penalties of up to $25,000 per day. If a written plan of
action is not submitted to this office by March 1, 2012, then DWQ staff will re -inspect the site
and issue a Notice of Violation if the listed deficiencies have not been addressed.
Please be reminded that if an ownership change, or a name change or a mailing address
change has occurred, it is your responsibility to submit a completed and signed
Name/Ownership Change form to the Division. This form can be located online at this web
mailing address and phone number of the party who is now responsible for this permit. Once
the system is found to be in compliance with the permit conditions and the permit is renewed (if
necessary), then the permit can be transferred to a new owner.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] , DENR Assistance: 1-877-623-6746
Internet www.ncwaterqualRy.org
Aurgday
neCarolina
An Eoual Opportunity 1 Affirmative Action Emolover

Mr. Edward Clark, Manager
Stormwater Permit No. SW8 040129
February 15, 2012
If you have any questions, please contact me at the Wilmington Regional Office, telephone
number [phone].
Sincerely,
Steve G. Pusey
Environmental Engineer
Enc: Compliance Inspection Report
GDS/sgp: SAWQS1Stormwater\Permits & Projects120041040129 HD12012 02 CEI_deficient 040129
cc: Karen Higgins, WBS-CPU
Kenneth Willis - Seaspray Cove Villas HOA
Rob Balland, PE — WK Dickson & Co., Inc.
Brunswick County Inspections Dept.
WiRO Stormwater File
DWQ Central Files
Paae 2 of 2

Compliance Inspection Report
Permit: SW8040129 Effective: 12/23/09 Expiration: 02/02/16 Owner: Bill Clark Homes Of Wilmington LLC
Project: Seaspray Cove at Carolina Place
County: Brunswick N Hampton Dr
Region: Wilmington
Brunswick NC 28424
Contact Person: Edward H Clark Title: Manager Phone: [phone]
Directions to Project:
From intersection of NC 211/NC133, south on NC 133 to North Hampton Drive. Left on North Hampton Dr. to Fleetwood Falls, left on
Fleetwood Falls.
Type of Project: State Stormwater - High Density State Stormwater - Infiltration System
Drain Areas: 1A - (Dutchman Creek Outlet Channel) (03-06-17)
SA;HQW)
1 B - (Dutchman Creek Outlet Channel) (03-06-17)
SA; HQW)
2A -
2B
3A
3B -
4A -
4B -
5 -
6-
7A -
7B -
8-
On-Site Representative(s):
Related Permits:
Inspection Date: 02/08/2012 Entry Time: 02:30 PM
Primary Inspector: Steven G Pusey
Secondary Inspector(s):
Reason for Inspection: Follow-up
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ■ Not Compliant
Question Areas:
State Stormwater
(See attachment summary)
Exit Time: 03:00 PM
Phone:
Inspection Type: Transfer Renewal
Page: 1

Permit: SW8040129 Owner - Project: Bill Clark Homes Of Wilmington LLC
Inspection Date: 02/08/2012 Inspection Type: Transfer Renewal Reason for Visit: Follow-up
Inspection Summary:
See below:
File Review
Is the permit active?
Signed copy of the Engineer's certification is in the file?
Signed copy of the Operation & Maintenance Agreement is in the file?
Copy of the recorded deed restrictions is in the file?
Comment:
SW Measures
Are the SW measures constructed as per the approved plans?
Are the inlets located per the approved plans?
Are the outlet structures located per the approved plans?
Comment:
Operation and Maintenance
Are the SW measures being maintained and operated as per the permit requirements?
Yes No NA NE
■ ❑ ❑ ❑
■ ❑ ❑ ❑
■ ❑ ❑ ❑
■ ❑ ❑ ❑
Yes No NA NE
■ ❑ ❑ ❑
■ ❑ ❑ ❑
■❑❑❑
Yes No NA NE
1101111
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ ❑ ■
upon request?
Comment: Basin 1A/ 113 -Vegetation in and around the basin has been trimmed and
slopes are free of woody vegetation. Main treatment area is acceptable.
Basin 26 - The eroded area has been repaired.
Basin 313 - Vegetation in and around the basin has been trimmed, however the weeds
are starting to grow back already. We recommend that this area be trimmed on a
regular basis to prevent future overgrowth. The main treatment area is acceptable.
However, the inlet vegetated Swale to Basin 3B needs to be cleared of all root matter
from weeds and cattails, and grass planted in this area. This swale must be kept
maintained by mowing on a regular basis to ensure that overgrowth does not inhibit the
flow and cause the water to backup into the parking lot drop inlets.
Basin 8 - Inlet pipe FES area has been shored up by adding riprap.
Page: 2

dill 4UIMVlam 14toxillies
November 11, 2011
Mr. Steve G. Pusey -
Wilmington Regional Office
127 Cardinal Drive extension
Wilmington, NC 28405
Subject: Plan of action
Seaspray'Cove at Carolina Place
Storinwater Permit No. SW8 040129
Dear Mr. Pusey,
This correspondence is to acknowledge the reception of the NOi sent October 14, 2011.
We have a special circumstance where. the permit encompasses a master and sub -
association in the neighborhood; one of which has been given the responsibility of
maintaining common areas; which involve items 2 and 3 on the report. Our plan of action
is to give.the HOA a time period of 20 working days from this date to complete these two
items. At which paint if they don't complete these two task we will perform this work in
no more than 20 additional working days. from that time. Bill Clark Homes plans to take
care of items 1 and 4 within the first 20 working days. I will contact you once the work
is complete with the hope that it will be completed prior to this worst case scenario.
Please let me know if this plan: of action is acceptable to you.
Respectfully
Lan on Weaver
.Bill Clark Horned
127.Racine Drive, Suite 201
Wiltningtoi , NO 28403
Cc: Kenneth Millis - Seaspray Cave Ytilaas HOA
44�C-&I
k.
-4-0

NCDENR
North Carolina Department
of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Coleen H. Sullins Dee Freeman
Governor
Director Secretary
October 14, 2011
Mr. Edward Clark, Manager
Bill Clark Homes of Wilmington, LLC
430 Eastwood Road
Wilmington, NC 28405
Subject: NOTICE OF INSPECTION
Seaspray Cove at Carolina Place
Stormwater Permit No. SW8 040129
Brunswick County
Dear Mr. Clark:
On October 13, 2011, Steve Pusey of the Wilmington Regional Office of the Division of Water
Quality (DWQ) inspected Seaspray Cove at Carolina Place in Brunswick County to determine
compliance with Stormwater Management Permit Number SW8 040129 issued on June 13,
2005 and as modified thereafter. DWQ file review and site inspection revealed that the site is
not in compliance with the terms and conditions of this permit. Please find a copy of the
completed form entitled "Compliance Inspection Report" attached.to this letter, which
summarizes the findings of the recent inspection.
As indicated in the attached inspection report, the following deficiencies must be resolved:
1 Basin 1A / 1 B -Vegetation in and around the basin needs to be maintained at 6 inches
height or less. Slopes of basin should be free of woody vegetation (trees or shrubs).
Main treatment area needs to be cleared of weeds and cattails.
2. Basin 213 - Severe erosion was noticed in the inlet swale to Basin 28. The erosion in this
vegetated swale needs to be repaired and the area stabilized by re -seeding and
installing sod or riprap where needed.
3. Basin 313 - Inlet vegetated swale was severely overgrown and causing a possible clog at
the inlet pipe. Water was backed up in three drop inlets in the adjacent parking lot. In
addition, the main treatment area and slopes of Basin 3B were severely overgrown.
This area needs to be cleared of all weeds and cattails and the grass trimmed to a
height of 6" or less.
4. Basin 8 - There was some erosion of the banks around the inlet pipe FES. This area
needs to be shored up with riprap to stop the erosion and ensure that the pipe does not
break.
Please inform this Office in writing before November 14, 2011 of the specific actions that will be
undertaken and the time frame that will be required to correct the deficiencies. Failure to provide
the requested information., or to respond to this letter by the due date, may initiate enforcement
action including the assessment of civil penalties of up to $25,000 per day. If a written plan of
action is not submitted to this office by November 14, 2011, then DWQ staff will re -inspect the
site and issue a Notice of Violation if the listed deficiencies have not been addressed.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 A IOne
Phone: [phone] FAX: [phone] Customer Service:1-877-623-6748 1 v%O Ca+r�oliina
Internet www.ncwaterqualiitr.org `' r �.�,t��L tl �[
An Equal opportunity 1 Affirmative Action Emolover Y

Please be reminded that if an ownership change, or a name change or a mailing address
change has occurred, it is your responsibility to submit a completed and signed
Name/Ownership Change form to the Division. This form can be located online at this web
address, http://portal.ncdenr.org/web/wq/ws/su/stateswtforms docs. Please include the name,
mailing address and phone number of the party who is now responsible for this permit. Once
the system is found to be in compliance with the permit conditions and the permit is renewed (if
necessary), then the permit can be transferred to a new owner.
If you have any questions, please contact me at the Wilmington Regional Office, telephone
number [phone].
Sincerely,
Steve G. Pusey
Environmental Engineer
Enc: Compliance Inspection Report
GDS/sgp: S:1WQS1StormwaterlPermits & Projects120041040129 HD12011 10 CEI—deficient 040129
cc: Karen Higgins, WBS-CPU
Kenneth Willis - Seaspray Cove Villas HOA
Rob Balland, PE — WK Dickson & Co., Inc.
Brunswick County Inspections Dept.
WiRO Stormwater File
DWQ Central Files
Page 2 of 2

Permit: SW8040129 Owner - Project: Bill Clark Homes Of Wilmington LLC
Inspection Date: 10/13/2011 Inspection Type: Transfer Renewal Reason for Visit: Complaint
Fife Review Yes No NA NE
Is the permit active? ■ ❑ ❑ ❑
Signed copy of the Engineer's certification is in the file? ■ ❑ ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? ®❑ ❑ ❑
Copy of the recorded deed restrictions is in -the file?
■ ❑ ❑ ❑
Comment:
Built Upon Area
Yes No NA NE
Is the site BUA constructed as per the permit and approval plans?
1000 ❑
Is the drainage area as per the permit and approved plans?
■ ❑ ❑ ❑
Is the BUA (as permitted) graded such that the runoff drains to the system?
■ ❑ ❑ ❑
Comment:
SW Measures
Yes No NA NE
Are the SW measures constructed as per the approved plans?
: =? ❑ ❑ ❑
Are the inlets located per the approved plans?
Lj ❑ ❑ ❑
Are the outlet structures located per the approved plans?
.: ❑ ❑ ❑
Comment:
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ❑ *51 ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ ❑
upon request?
Page: 3

Permit: SW8040129 Owner - Project: Bill Clark Homes Of Wilmington LLC
Inspection Date: 10/13/2011 Inspection Type: Transfer Renewal Reason for Visit: Complaint
Comment: Basin 1A / 1 B -Vegetation in and around the basin needs to be maintained
at 6 inch height or less. Slopes of basin should be free of woody vegetation (trees or
shrubs). Main treatment area needs to be clear of weeds and cattails.
Basin 2B - Severe erosion was noticed in the inlet vegetated swale to Basin 2B. This
erosion needs to be -repaired and the area stabilized by re-seededing and installing sod
or riprap.
Basin 3B - Inlet. vegetated swale was severely overgrown and causing a possible clog at
the inlet pipe... Water was backed up in three drop inlets in the adjacent parking lot. In
addition, the main. treatment area and slopes of Basin 3B were severly overgrown. This
area needs to be cleared of all weeds and cattails and the grass trimmed to a height of.
6" or less.
Basin 8 - There was some erosion of the banks around the inlet pipe FES. This area
needs to be shored up with riprap to stop the erosion and ensure that the pipe does not
break.
Page: 4

Compliance Inspection Report
Permit: SW8040129 Effective: 12/23/09 Expiration: 02/02/16 Owner: Bill Clark Homes Of Wilmington LLC
Project: Seaspray Cove at Carolina Place
County: Brunswick N Hampton Or
Region: Wilmington
Brunswick NC 28424
Contact Person: Edward H Clark Title: Manager Phone: [phone]
Directions to Project:
From intersection of NC 211/NC133, south on NC 133 to North Hampton Drive. Left on North Hampton Dr. to Fleetwood Falls, left on
Fleetwood Falls.
Type of Project: State Stormwater - High Density State Stormwater - Infiltration System
Drain Areas: 1A - (Dutchman Creek Outlet Channel) (03-06-17)
SA;HQW)
1 B - (Dutchman Creek Outlet Channel) (03-06-17)
SA;HQW)
2A -
2B -
3A -
3B -
4A -
4B -
5-
6-
7A -
7B -
8-
On-Site Representative(s):
Related Permits:
Inspection Date: 10/13/2011 Entry Time: 03:30 PM
Primary Inspector: Steven G Pusey
Secondary Inspector(s):
Reason for Inspection: Complaint
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ■ Not Compliant
Question Areas:
0 State Stormwater
(See attachment summary)
Exit Time: 04:30 PM
Phone:
Inspection Type: Transfer Renewal
Page: 1

Permit: SW8040129 Owner - Project: Bill Clark Homes Of Wilmington LLC
Inspection Date: 10/13/2011 inspection Type: Transfer Renewal Reason for Visit: Complaint
Inspection Summary:
Basin 1A / 1 B - Vegetation in and around the basin needs to be maintained at 6 inches height or less. Slopes of basin
should be free of woody vegetation (trees or shrubs). Main treatment area needs to be cleared of weeds and cattails.
Basin 2B - Severe erosion was noticed in the inlet swale to Basin 2B. The erosion in this vegetated swale needs to be
repaired and the area stabilized by re-seededing and installing sod or riprap where needed.
Basin 3B - Inlet vegetated Swale was severely overgrown and causing a possible clog at the inlet pipe. Water was
backed up in three drop inlets in the adjacent parking lot. In addition, the main treatment area and slopes of Basin 3B
were severly overgrown. This area needs to be cleared of all weeds and cattails and the grass trimmed to a height of 6"
or less.
Basin 8 - There was some erosion of the banks around the inlet pipe FES. This area needs to be shored up with riprap to
stop the erosion and ensure that the pipe does not break.
Page: 2

C.
Permit: SW8040129 Owner - Project: Bill Clark Homes Of Wilmington LLC
Inspection Date: 10113/2011 Inspection Type: Transfer Renewal Reason for Visit: Complaint
File Review Yes No NA NE
Is the permit active? ■ ❑ 110
Signed copy of the Engineer's certification is in the file? ■ ❑ 0 ❑
Signed copy of the Operation & Maintenance Agreement is in the file? ■ ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ■ ❑ ❑ ❑
Comment:
Built Upon Area
Yes No NA NE
Is the site BUA constructed as per the permit and approval plans?
■ ❑ ❑ ❑
Is the drainage area as per the permit and approved plans?
■ ❑ ❑ ❑
Is the BUA (as permitted) graded such that the runoff drains to the system?
■ ❑ ❑ ❑
Comment:
SW Measures
Yes No NA NE
Are the SW measures constructed as per the approved plans?
■ Q ❑ ❑
Are the inlets located per the approved plans?
p ❑ ❑ ❑
Are the outlet structures located per the approved plans?
■ ❑ ❑ ❑
Comment:
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ❑ ■ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ ❑ ■
upon request?
Page: 3

Permit: SW8040129 Owner - Project: Bill Clark Homes Of Wilmington LLC
Inspection Date: 10/13/2011 Inspection Type: Transfer Renewal Reason for Visit: Complaint
Comment: Basin 1A / 1 B -Vegetation in and around the basin needs to be maintained
at 6 inch height or less. Slopes of basin should be free of woody vegetation (trees or
shrubs). Main treatment area needs to be clear of weeds and cattails.
Basin 2B - Severe erosion was noticed in the inlet vegetated swale to Basin 2B. This
erosion needs to be repaired and the area stabilized by re-seededing and installing sod
or riprap.
Basin 3B - Inlet vegetated swale was severely overgrown and causing a possible clog at
the inlet pipe. Water was backed up in three drop inlets in the adjacent parking lot. In
addition, the main treatment area and slopes of Basin 3B were severly overgrown. This
area needs to be cleared of all weeds and cattails and the grass trimmed to a height of
6" or less.
Basin 8 - There was some erosion of the banks around the inlet pipe FES. This area
needs to be shored up with riprap to stop the erosion and ensure that the pipe does not
break.
Page: 4

INFILTRATION SITE VISIT REQUEST
Name of the Project: Seaspray Cove (cb- Carolina Place Phases II & III
Location (attacl r a clear ;vicinity map): NC Hwy 133 (Long Beach Road)
Street address, SR number, community, etc.
Directions from the nearest major intersection: Travel Hwy 87 South to NC 211. make right
travel 1 mile and make left on NC Hwy 133 (Long Beach Road). Travel 1.5 miles to Carolina
Place Subdivision on left.
Owner/Applicant Name: Bill Clark Homes
Consultant Name: WK Dickson & Co., Inc.
Consultant Contact Information
#5 #6 #7a #7b #8 #9 #10 #11
Existing ground elev. @basin/trench= 36 37 37 37 20 15.5
el
SHWT elev.= 31.83 32 31 31 t 10 15.5
SHWT plus 2' (max. bottom elev.)= 33.83 34 33 33 11 12 , 17
Date/Time of Soils Investigation : Monday October 17, 2005 (cD- 9:00am
Summary/Comments: Met Vincent Lewis on -site to review water table elevations for
proposed infiltration basins 5-9. Remove basin #9 due to poor soil no infiltration
All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged. If these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation. If the proposed infiltration system will be located in an area of existing
pavement and there is no open area nearby, equipment capable of breaking through the impervious
layer must be provided. The soils investigation does not take the place of a soils report prepared by
an appropriate professional. The Soils Scientist will only verify the soil conditions that are reported in
the Soils Report, and make a determination as to the suitability of the site to meet the infiltration
design requirements under NCAC 2H.1000, and assumes no liability should the system fail.

S
TABLE 1
Hand Auger Borings and ivlunsell Soil Descriptions
Infiltration Basins at Carolina Place
Southport, North Carolina
Job Number 1063-05-501
Depth
Location Inches
Hue
Value/Chroma
Soil Description
P-1 0-48
2.5 Y
5/3
Light olive brown fine to medium SAND,
trace of silt with clay lumps
Batiiiz #5 48-62
2.5 Y
4/2
Dark grayish brown clayey fine to medium
SAND
62-84
2.5 Y
6/2
Light brownish gray fine to medium SAND,
trace of clay
Water was encountered at a depth of 81" below the existing ground surface.
Soil Series*: Newhan
Reported Depth to High Water Table*: >6.0'
P-2 0-13
2.5 Y
4/2
Dark grayish brown fine to medium SAND,
trace of clay with shell fragments
13-20
2.5 Y
5/3
Light olive brown fine to medium SAND,
trace of silt with clay lumps
20-25
2.5 Y
6/3
Light yellowish brown fine to medium SAND,
trace of silt
25-49
2.5 Y
5/3
Light olive brown fine to medium SAND,
trace of silt with clay lumps
49-96
2.5 Y
4/3
Olive brown fine to medium SAND, trace of
silt with clay lumps
Water was encountered at a depth of 95" below the existing ground surface.
Soil Series*: Newhan
Reported Depth to High Water Table*: >6.0'
*As interpreted from the "Soil Survey of Brunswick County" prepared by the United States
Department of Agriculture Soil Conservation Service.
3

TABLE 1
Job Number 1063-05-501
Page Two
Depth
Location(inches) Hue
P-3 0-18 2.5 Y
18-24 2.5 Y
24-96 2.5 Y
Value/Chroma Soil Description
6/2 Light brownish gray fine to medium SAND,
trace of silt
5/2 Grayish brown fine to medium SAND, trace
of clay
5/3 Light olive brown fine to medium SAND,
trace of silt with clay lumps
No water was encountered to depth investigated.
Soil Series*: Newhan
Reported Depth to High Water Table*: >6.0'
P-4 0-14
2.5 Y
3/3
13asIn ;-t0 14-24
2.5 Y
3/3
24-36
2.5 Y
3/2
36-48
2.5 Y
2.5/1
Dark olive brown fine to medium SAND,
some silt
Dark olive brown fine to medium SAND,
some clay
Very dark grayish brown Sandy CLAY
Black fine to medium SAND, trace of silt
Water was encountered at a depth of 41" below the existing ground surface.
Soil Series*: Newhan
Reported Depth to High Water Table*: >6.0'

TABLE 1
rob'Numlber 1063-05-501
Page Three
Depth
Location Inches
Hue
Value/Chroma
Soil Description
P-5 0-14
2.5 Y
3/1
Very dark gray fine to medium SAND, trace of
silt with a few organics
l;zl�iu 14-22
2.5 Y
4/3
Olive brown fine to medium SAND, some silt
with shell fragments
22-36
2.5 Y
4/2
Dark grayish brown fine to medium SAND,
some clay
36-72
2.5 Y
3/1
Very dark gray fine to medium SAND, trace of
clay
Water was encountered at a depth of 71" below the existing ground surface.
Soil Series*: Newhan
Reported Depth to High Water Table*: >6.0'

1.
FA
3.
4.
5.
6.
7.
DIVISION OF COASTAL MANAGEMENT o0l
FIELD INVESTIGATION REPORT 04
APPLICANT'S NAME: Bill Clark Homes, LLC
LOCATION OF PROJECT SITE: Sea Spray Cove S/D is located off Highway 133 (Long Beach
Road) adjacent to Jump -and -Run Creek, near Southport in Brunswick County.
Photo Index - 1995: Not available 1989: Not available 1984: Not available
State Plane Coordinates - X- 2287355 Y- 71703
INVESTIGATION TYPE: CAMA
INVESTIGATIVE PROCEDURE: Dates of Site Visit—2/16/06
Was Applicant Present - No
PROCESSING PROCEDURE: Application Received Complete — 2/17/06
Office - Wilmington
SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick County
Land Classification From LUP - Developed
(B) AEC(s) Involved: ES, EW, PT, CW
8 Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - None
Planned -None
(F) Type of Structures: Existing - None
Planned - Piers and platforms
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
HABITAT DESCRIPTION: [AREA]
n1D L Tn_n Tl T`TT T TT1
a�iJ
1-1LLl .yJ L/
i n1'+ K
600 sq. ft.
(A) Vegetated Wetlands
"404
type " Federal Wetlands -Shaded
(B) Non -Vegetated Wetlands
(C) Other
1,038s q. ft.
Open water -incorporated
(D) Total Area Disturbed: 1638 sq. ft.
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: Applicant proposes to construct a 6' x 96' walkway, a 6' x 24' walkway
and a 6' x 10' walkway. Additionally, the applicant proposes to construct with three 10 X 20 ft decks
at the waterward end of each walkway.

Bill Clark Homes, LLC
'Page Two
9. Project Description
The project site is an approximately 112 acre tract, averaging twenty to thirty feet above mean high water,
adjacent to Jump and Run Creek and Calf Gully Creek off Highway 133 near Southport in Brunswick
County. The tract actually runs parallel to Dutchman Creek Canal between two of it's tributaries (Jump and
Run Creek and Calf Gully Creek). However, the property does not actually border Dutchman Creek due to a
tract of land owned by Carolina Power and Light Company which also runs parallel to Dutchman Creek
between the applicant's property and Dutchman Creek Canal. The tract is currently wooded. Man-made
features currently on the site include: an old dike probably made from old dredge spoil and unpaved roads.
The tract is basically undeveloped with no wastewater treatment facilities or drinking water supply source.
Since water access to Dutchman Creek is blocked by the tract of land owned by CP&L, the tract's only
waterward boundaries are adjacent to Calf Gully Creek along the southern boundary and Jump and Run
Creek along the northern boundary. The waters adjacent to the site are classified as SA waters by the
Division of Water Quality. They are open to the harvest of shellfish and are designated Primary Nursery
Area by the NC Division of Marine Fisheries.
The applicant proposes to create a subdivision from the tract and to sell individual lots. Lots have not yet
been platted, so the size an n37U4er of lots are own. s an ameiuty to the subdivision the applicant is
proposing to construct a 6' x 96' walkway, partially over "404" type wetlands from which a 6' x 24'
walkway and a 6' x 10' walkway would extend. Each walkway would extend towards Jump and Run Creek
with each terminating with a 10 X 20 ft elevated deck over open water. A third elevated deck is proposed to
extend directly from the eastern terminus of the 6 X 120 ft walkway, which is also proposed. over open
water. At the location of the piers, Jump and Run Creek is a navigable tidal creek approximately forty feet
wide and five to six feet deep at mean high water. A narrow strip of Smooth Marsh Cordgrass (Spartina
alterniflora) exists along the boundary adjacent to the proposed construction. The applicant is proposing no
construction beyond 114 the width of the creek and all construction shall be elevated over coastal wetlands.
No construction is proposed within 15 ft. of the adjacent riparian corridor line.
This project was permitted under CAMA Major Permit #100-98, on 7/27/98, however the permittee at the
time, Bermuda Trace C/o Three Island Partners, LLC, neglected to renew the permit at the time of
expiration. The proposed project is nearly identical to the previously permitted project, with the exception of
the reduction in the overall length of the 6' x 96' walkway (previously permitted at 6' x 120'). Additionally,
at the time Permit #100-98 was issued, the 15A NCAC 07H .0209 allowed for a pier structure to extend up
to, but not beyond,1/3 of the width of the waterbody. The applicant's current proposal would limit the span
of the pier structure to %4 of the width of the waterbody.
10. Anticipated Impacts
Impacts to the upland portion of the development will involve the transformation of a moderately wooded
tract to a residential subdivision. Location and number of residences and associated streets have not yct been
determined, so impervious coverage cannot be calculated. However, development of individual lots within
the estuarine shoreline area of environmental concern along both creeks would require minor permits, which
would allow for separate review. The applicant is proposing no other development within the Division of
Coastal Management Areas of Environmental Concern besides the walkway and associated structures.
However, the applicant has been made aware that all future development will be subject to review from the
appropriate agencies and that the Division reserves the right of full disclosure of any subsequent upland
develo me .

Bill Clark Homes, LLC
Page Three
The project as proposed would incorporate approximately 1038 sq. ft. of public trust waters and
approximately 600 sq. ft. of "404" type wetlands. The pier is consistent with the 1/4 Rule and should not
impede navigation. All piers related construction is proposed to be at least fifteen feet inside of each riparian
sx•r'don There is no proposed cxcavation associated with the construction of the pier, so turbidity should
be limited to that resulting from the placement of pilings.
Submitted by: Jason Dail Date: February 20, 2006 Office: Wilmington