SW8910805_COMPLIANCE_20220610 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 91 O S 05
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
202Z 06 ID
YYYYMMDD

COASTAL CAROLINA
w..,,.,o.RESOURCE GROUP'ICE
/E
..........,INVQ—Q
-----910-791_SA,
Coastal Carolina Resource Group, Inc. 2022
2921 Blue Clay Rd. INVOICE NO. 19983
Castle Hayne, NC 28429 DATE: May 27, 2022
910-791-5432 (0) 910-791-4768 (F)
[e-mail]
TO: Seaside United Methodist Church
Attn: Kathleen Thompson
[e-mail]
RE: Seaside United Methodist Church
Stormwater Pond Inspection
ITEM k
DESCRIPTION
LINE TOTAL
1
Coastal Carolina Resource Group (CCRG) has provided a monthly inspection for one certified NCDEMLR
stormwater retention pond located at the Seaside United Methodist Church. Please see the attached
inspection reports and pictures for details.
$ 106.09
Total Due:
$ 106.09
Please Note:
1) CONFIDENTIALITY NOTICE: This communication and any files or attachments transmitted with it may contain information that is confidential,
privileged and exempt from disclosure under applicable law. It is intended solely for the use of the intended recipient. If you are not the intended
recipient, you are hereby notified that any unauthorized review, use, disclosure, dissemination, or copying of this communication is strictly prohibited.
Owner's Representative Date
Make all checks payable to Coastal Carolina Resource Group, Inc.
THANK YOU FOR YOUR BUSINESS!
lUN � 0 2022
ev

EIII "". VJ
COASTAL SITE DESIGN, PC
Wilmington, NC 26406
Phone: [phone]
Fax: [phone]
December 3, 2009
Linda Lewis
Environmental Engineer
N.C. Department of Environment
And Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Pond As -Built Certification
Seaside United Methodist Church SW8 910805
Sunset Beach
Brunswick County
CSD Project No. 05-0047
Dear Mrs. Lewis:
Per our recent email correspondence concerning the sidewalk BUA discrepancy, enclosed please find one (1) copy of the
As -built Stormwater Calculations reflecting the correct sidewalk impervious square footage.
Please let me know if you have any questions or require any additional information.
Sincerely,
Jeremy Martin
Encl.: As noted above
cc: Ted Russell
BY:
DEC 0 4 2009

STORMWATER MANAGEMENT CALCULATIONS
FOR POND AS-BUILTS / CERTIFICATIONS
For
SEASIDE UNITED METHODIST CHURCH
19:7U1M111*11200
Seaside United Methodist Church
1600 Seaside Road SW
Sunset Beach, NC 28468
Prepared by:
COASTAL SITE DESIGN, PC
PO Box 4041
Wilmington, NC 28406
Phone [phone]
$y:
Howard Resnik, P.E.
tj?L 9
lt
O p A 2�09

Sunset United Methodist Church As -Built Narrative
Seaside United Methodist Church is an existing church site located on SR 904 in Sunset Beach,
Brunswick County, NC. The tract is 5.23 acres in size. The project employs the use of an existing
stormwater pond, and two infiltration basins added to intercept runoff from a recent building/parking
expansion. The As -Built plan and calculations that follow are a result of elevations taken from a survey
performed by Norris & Ward Land Surveyors, P.A.
DEC 4 2009
$Y:
ANW Sfte D881p1y PC
PD.On 041
WilmtQ%K28400

INFILTRATION BASIN 1 AS -BUILT
1-1/2" VOLUME DETERMINATION:
DETERMINE IMPERVIOUS PERCENTAGE
area to basin = 8,996 sf
0.21 acres
buildings = sf
acres
asphalt paved area = 2,700 sf
0.06 acres
concrete sidewalk = 112 sf
0.00 acres
total imp. surface = 2,812 sf
0.06 acres
percent imp. = 31.3 %
DETERMINE RUNOFF COEFFICIENT (Rv)
I = 31.3 percent impervious
Rv = ? (runoff coefficient, inches per inch)
Rv= 0.05 + 0.009 (1)
Rv = 0.33 in/in
DETERMINE VOLUME
design storm = 1.5 inch
Rv = 0.33 in/in
drainage area = 0.21 acres
volume= ?
volume = (design storm)(Rv)(drainage area)
volume = 0.0 acre-ft
volume = 373 cf of required storage volume
INFILTRATION BASIN STAGE - STORAGE TABLE:
INCREMENTAL
ELEVATION AREA
VOLUME
STORAGE
(ft) (sf)
(cf)
(cf)
30 1,548
-
-
30.6 2,751
1,290
1,290
31 2,901
1,130
2,420
1-1/2" storage volume provided =
1,290
cf
BY:
DEC 0 4 2009
Coastal Site Design, PC
e P.O. Box4041
Wilmington, NC 28408

0
STAGE - DISCHARGE TABLE:
infiltration rate (cfs) = 0.00 primary outlet elevation = 30.6
crest length of spillway (ft) = 10.0 elevation of spillway = 30.8
ELEVATION INFILTRATION OUTLET SPILLWAY TOTAL
(ft) (cfs) (cfs) (cfs) (cfs)
30 -
30.6 0.43 - - 0.43
31 0.43 1.14 8.26 9.83
DRAWDOWN TIME:
linear infiltration rate =
12
in/hr
=
0.000278
ft/sec
basin bottom area =
1,548
sf (natural ground)
3-d infiltration rate =
0.43
cf/sec
drawdown time =
14.4
minutes
or
0.2
hours
or
0.0
days
Coastal site Design, PC
eo.8oX4a41
Wilmington, NC 28408

INFILTRATION BASIN 2 AS -BUILT
1.1/2" VOLUME DETERMINATION:
DETERMINE IMPERVIOUS PERCENTAGE
area to basin = 57,584 sf 1.32 acres
buildings =
17,362
sf
0.40
acres
asphalt paved area =
-
sf
-
acres
concrete sidewalk=
2,148
sf
0.05
acres
future impervious =
26,230
sf
0.60
acres
total imp. surface =
45,740
sf
1.05
acres
percent imp. = 79.4 %
DETERMINE RUNOFF COEFFICIENT (Rv)
I =
79.4 percent impervious
Rv =
? (runoff coefficient, inches per inch)
Rv=
0.05 + 0.009 (1)
Rv =
0.76 inAn
DETERMINE VOLUME
design stoma = 1.5 inch
Rv = 0.76 in/in
drainage area = 1.32 acres
volume= ?
volume =
(design storm)(Rv)(drainage area)
volume =
0.1 acre-ft
volume =
5,506 cf of required storage volume
INFILTRATION BASIN STAGE - STORAGE TABLE:
INCREMENTAL
ELEVATION
AREA
VOLUME
STORAGE
(ft)
(sf)
(cf)
(cf)
26.5
5,859
-
27
6.485
3,086
3,086
27.4
6,997
2,696
5,782
28
5,936
3,880
9,662
1-1/2" storage volume provided = 5,782 cf
Coaetal Site Design, PC
P.O. Box 4041
Willninoon, NC 28406

STAGE - DISCHARGE TABLE:
infiltration rate (cfs) =
0.00
primary outlet elevation =
27.4
crest length of spillway (ft) =
10.0
elevation of spillway =
27.6
ELEVATION
INFILTRATION
OUTLET SPILLWAY
TOTAL
(ft)
(cfs)
(cfs) (cfs)
(cfs)
26.5
-
27
1.63
- -
1.63
27.4
1.63
- -
1.63
28
1.63
2.09 20.95
24.67
DRAWDOWN TIME:
linear infiltration rate =
12 in/hr
=
0.000278 fVsec
basin bottom area =
5,859 sf (natural ground)
3-d infiltration rate =
1.63 cf/sec
drawdown time =
56.8 minutes
or
0.9 hours
or
0.0 days
Coastal Site Design, PC
B0. Bat 4041
Wlmington, X 28406

STORMWATER MANAGEMENT CALCULATIONS
FOR POND AS-BUILTS / CERTIFICATIONS
For
SEASIDE UNITED METHODIST CHURCH
NOV 0 3 2009
BY:
PREPARED FOR
Seaside United Methodist Church
1600 Seaside Road SW
Sunset Beach, NC 28468
Prepared by:
COASTAL SITE DESIGN, PC
PO Box 4041
Wilmington, NC 28406
Phone 910 791A441
BEAL
025483
Howard Resnik, P.E.
A!0Z 09

ftc�

Sunset United Methodist Church As -Built Narrative
Seaside United Methodist Church is an existing church site located on SR 904 in Sunset Beach,
Brunswick County, NC. The tract is 5.23 acres in size. The project employs the use of an existing
stormwater pond, and two infiltration basins added to intercept runoff from a recent building/parking
expansion. The As -Built plan and calculations that follow are a result of elevations taken from a survey
performed by Norris & Ward Land Surveyors, P.A.

INFILTRATION BASIN 1 AS -BUILT
1-1/2" VOLUME DETERMINATION:
DETERMINE IMPERVIOUS PERCENTAGE
area to basin =
8,996
sf
0.21
acres
buildings =
sf
acres
asphalt paved area =
2,700
sf
0.06
acres
concrete sidewalk =
112
sf
0.00
acres
total imp. surface =
2,812
sf
0.06
acres
percent imp. = 31.3 %
DETERMINE RUNOFF COEFFICIENT (Rv)
I = 31.3 percent impervious
Rv = ? (runoff coefficient, inches per inch)
Rv= 0.05 + 0.009 (1)
Rv = 0.33 in/in
DETERMINE VOLUME
design storm = 1.5 inch
Rv = 0.33 in/in
drainage area = 0.21 acres
volume = ?
volume = (design storm)(Rv)(drainage area)
volume= 0.0 acre-ft
volume = 373 cf of required storage volume
INFILTRATION BASIN STAGE - STORAGE TABLE:
INCREMENTAL
ELEVATION
AREA
VOLUME
STORAGE
(ft)
(sf)
(cf)
(cf)
30
1,548
-
30.6
2,751
1,290
1,290
31
2,901
1,130
2,420
1-1/2" storage volume provided = 1,290 of

STAGE - DISCHARGE TABLE:
infiltration rate (cfs) = 0.00 primary outlet elevation = 30.6
crest length of spillway (ft) = 10.0 elevation of spillway = 30.8
ELEVATION INFILTRATION OUTLET SPILLWAY TOTAL
(ft) (cfs) (cfs) (cfs) (cfs)
30 _
30.6 0.43 - - 0.43
31 0.43 1.14 8.26 9.83
DRAWDOWN TIME:
linear infiltration rate =
12
in/hr
=
0.000278
ft/sec
basin bottom area =
1,548
sf (natural ground)
3-d infiltration rate =
0.43
cf/sec
drawdown time =
14.4
minutes
or
0.2
hours
or
0.0
days

INFILTRATION BASIN 2 AS -BUILT
1.1/2" VOLUME DETERMINATION:
DETERMINE IMPERVIOUS PERCENTAGE
area to basin =
57,584
sf
1.32
acres
buildings =
17,362
sf
0.40
acres
asphalt paved area =
-
sf
-
acres
concrete sidewalk =
2,508
sf
0.06
acres
future impervious =
26,230
sf
0.60
acres
total imp. surface=
46,100
sf
1.06
acres
percent imp. = 80.1 %
DETERMINE RUNOFF COEFFICIENT (Rv)
I =
80.1 percent impervious
Rv =
? (runoff coefficient, inches per inch)
Rv=
0.05 + 0.009 (1)
Rv =
0.77 infin
DETERMINE VOLUME
design storm = 1.5 inch
Rv = 0.77 infin
drainage area = 1.32 acres
volume= ?
volume =
(design storm)(Rv)(drainage area)
volume=
0.1 acre-ft
volume =
5,546 of of required storage volume
INFILTRATION BASIN STAGE - STORAGE TABLE:
INCREMENTAL
ELEVATION
AREA
VOLUME
STORAGE
(ft)
(so
(cf)
(cf)
26.5
5.859
-
27
6,485
3,086
3,086
27.4
6,997
2,696
5,782
28
5,936
3,880
9,662
1-1/2" storage volume provided = 5,782 cf

STAGE - DISCHARGE TABLE
infiltration rate (cfs) =
0.00
primaryoutlet elevation =
27.4
crest length of spillway (ft) =
10.0
elevation of spillway =
27.6
ELEVATION
INFILTRATION
OUTLET SPILLWAY
TOTAL
(ft)
(cfs)
(cfs) (cfs)
(cfs)
26.5
- -
27
1.63
- -
1.63
27.4
1.63
- -
1.63
28
1.63
2.09 20.95
24.67
DRAWDOWN TIME:
linear infiltration rate =
12
in/hr
=
0.000278
ft/sec
basin bottom area =
5,859
sf (natural ground)
3-d infiltration rate =
1.63
of/sec;
drawdown time =
56.8
minutes
or
0.9
hours
or
0.0
days

�L�OY6 U,J
SPATE OF NORTH CAROLINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
FILE ACCESS RECORD
SECTION 15(Ij
TIME/DATE //,* y 1
NAME N/•� /eesnrL� 7y /'- L/y Le /
REPRESENTING &a'sZe Klt- l)4C�St
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5. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which pay-nient has been refused.
FACILITY NAME COUNTY
1. .V.'S1& 6 /W- G/h� 7/OJ / / el? '75 ,/
2. t
3.
4.
5.
Signature and Name of Firm/Business Date Time In Time Out
Please attach a business card to this form

01
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson
Jonathan B. Howes, Secretary Regional Manager
March 21, 1995
Mr. Kemp Causey, Trustee
Seaside United Methodist Church
Post Office Box 4637
Calabash, North Carolina 28467
Subject: COMPLIANCE STATUS
Seaside United Methodist Church
Stormwater Project No. 910805
Brunswick County
Dear Mr. Causey:
On October 7, 1994, a Notice of Violation/Compliance Inspection Report was sent to you
concerning the project, Seaside United Methodist Church. As of this date, the items cited in the letter
have been resolved, the Professional Engineer's Certification has been received, and the project has been
determined to be in compliance with the Stormwater Certification issued on February 5, 1992.
If you have any questions concerning this matter, please do not hesitate to call Linda Lewis or
me at [phone].
Sincerely,
Dave Adkins
Water Quality Supervisor
DA/arl: S:\WQS\STORMWAT\STATUS\910805.MAR
cc: Linda Lewis
Delaney Aycock, Brunswick County Building Inspections
Wilmington Regional Office
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson
Jonathan B. Howes, Secretary WATER QUALITY SECTION Regional Manager
January 19, 1995
Mr. Kemp Causey
Seaside United Methodist Church
BY FAX [phone]
Dear Mr. Causey:
I found the Engineer's Certification for the project, but I will be checking for the completion of
the items associated with the vegetated filter, the rip rap, and the pavement coverage discrepancies (no
revised plans dealing with the deleted planted islands have been submitted). I believe the additional paved
area created by deleting the planted islands can be accounted for in the submittal of plans for the next
phase. While the pond has been sized for all phases, any changes or deviations from the originally
approved plans must be submitted for review and approval. The deletion of the planted islands is
considered a deviation from the original.
I am planning a trip to Brunswick County on Monday, January 23, 1995. I will follow up on the
remaining items at that time, and forward any concerns, or if all is well, I will forward the Compliance
Status.
Sincerely,,
Linda Lewis
Environmental Engineer
DA/arl: S:\WQS\STORMWAT\LETTERS\910805.JAN
cc: Linda Lewis
Delaney Aycock, Brunswick County Building Inspections
Joseph Hill, P.E.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson
Jonathan B. Howes, Secretary WATER QUALITY SECTION Regional Manager
October 24, 1994
Mr. Kemp M. Causey, Trustee
Seaside United Methodist Church
Post Office Box 4637
Calabash, North Carolina 28467
Subject: Compliance Status
Seaside United Methodist Church
Stormwater Project No. 910805
Brunswick County
Dear Mr. Causey:
In reference to your engineer's request for clarification of the assumption that the church is not
in violation of the Certification because the sum total of the impervious surfaces currently constructed
is less than 1 acre. After discussion with our Central Office personnel, we present the following facts:
The church was required to submit a plan for review that included all phases of the project.
The project was clearly a phased project, and as such, this Office had the right to request
that all future development be shown and accounted for.
2. The plan was reviewed and approved as a detention pond submittal, not as a request for
less than 1 acre of built -upon area.
It was decided that since a pond has been constructed, regardless of the fact that less than 1 acre
of built -upon area was constructed as the first phase, the pond must be maintained in accordance with
the Certification. It is specified in 15A NCAC 211.1003(k) that development must be maintained
consistent with the requirements in the approved O & M plan.
The church must be considered in violation until the items listed in the October 7, 1994 Notice
of Violation have been satisfactorily addressed.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 o Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Causey
October 24, 1994
Stormwater Project No. 910805
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
DA/arl: S:\WQS\STORMWAnLETTERS\910805.00T
cc: Mr. Larry Sneeden, P.E.
Mr. Delaney Aycock, Brunswick County Building Inspections
(2) Linda Lewis

0
State of North Carolina
Department of Environment, Health, and Natural
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT
Jonathan B. Howes, Secretary WATER QUALITY SECTION
October 7, 1994
cC-ERTIfUD-MAIL—P389-047 481,
RETURN RECEH'T REQUESTED
Mr. Kemp M. Causey, Trustee
Seaside United Methodist Church
Post Office Box 4637
Calabash, North Carolina 28467
Resources
Bob Jamieson
Regional Manager
Subject: NOTICE OF VIOLATION
Seaside United Methodist Church
Stormwater Project No. 910805
Brunswick County
Dear Mr. Causey:
On July 1, 1994, Wilmington Regional Office personnel performed a Compliance Inspection of the
project known as Seaside United Methodist Church, located Highway 904 in Seaside in Brunswick County,
North Carolina. The inspection was performed as a follow-up to the March 22, 1994 Notice of Violation
and to determine the current status of compliance with Stormwater Certification Number 910805, issued
to Mr. Paul Justice on February 5, 1992.
The project has been found in violation of Stormwater Certification Number 910805, issued
pursuant to the requirements of 15A NCAC 2H.1003(i). The violations found are:
1. Failure to submit the required Engineer's Certification within 30 days of completion of pond
construction.
2. No trash rack for the outlet structure.
3. Discrepancies between the approved plan pavement layout and the as -built condition.
4. The vegetative filter was observed to be in a very eroded and bare state.
S. The rip rap has been placed in selected spots only, and does not act as a permanent bank
stabilizer.
127 Cardinal Drive Extension, Wilmington, N.C. 29405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Bridgers
October 7, 1994
Stormwater Project No. 910805
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 November 7, 1994.
2. Submit the Professional Engineer's Certification, verifying pond construction in accordance
with the approved plans.
3. Add the trash rack to the outlet structure pursuant to the approved stormwater plans.
4. Repair the vegetated filter by regrading and establishing a dense vegetative cover.
5. Add rip rap to all slopes which are shown to be greater than 3:1, of sufficient depth to
provide pemanent stabilization.
On March 22, 1994, a Notice of Violation was issued to Mr. Kenneth Bridgers for all of these
items, except 114. A "Plan of Action" was received on April 14, 1994, signed by you, indicating that an
as -built survey had been conducted, that the side slopes would be permanently stabilized with rip rap, and
that the trash racks were in the process of being prepared and would be installed "in the near future".
Failure to provide the "Plan of Action" or to correct the violations by the date designated in the
"Plan 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 and criminal penalties,
pursuant to NCGS 143-215.6A.
By copy of this letter to the Brunswick 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. It was noted during the inspection that clearing of the adjacent
parcel had begun, apparently in hopes of constructing the next phase of the project. Please be aware that
failure to correct these violations may delay construction/occupancy of your new building.
If you have any questions concerning this matter, please call either Ms. Linda Lewis or Mr. Dave
Adkins at [phone].
Sincerely,
Mr. Rick Shiver, P.G.
Regional Supervisor
RSS:\arl S:\WQS\STORMWAT\NOTICE\910805.00T
cc: Mr. Larry Sneeden, P.E.
Mr. Robert Tucker, Brunswick County Building Inspections
Bradley Bennett
Linda Lewis
Central Office

UNITED STATES POSTAL SERVICE
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OF POSTAGE, S300
Print your name, address and ZIP Code here
Environment, Health 8 Natural RosbMeS
127 Cardinal Drive Extension
!Wihingronr KC 28405.34AA
Inn liiiiiiiiiiiiiilliiliii,ii,hill

m JLNL)r Ifi: I also wish to receive the
C • Complete it 3and/or 2 for additional services.
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to:
Mr. Kemp M.Causey, Trustee
Seaside United Methodist Church
P.O. Box 4637
Calabash, NC 28467
El 5. Signature (Addressee)
21 6.
4a. Article Number
P 389 047 481
4b. Service T
❑�iegmte S` sured
Certi
to Receipt for
❑ Expr Mail r _ P
andise
7. Dat c' Del' y j,
JA. .d
8. Addres's 's}/ d� (Only if request)
and fee is ld
Form 3811, December 1991 C .G.P.0.:1992-307-530 DOMESTIC RETURN RECEIPT

_A
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson
Jonathan B. Howes, Secretary WATER QUALITY SECTION Regional Manager
March 22, 1994
CERTIFIED MAIL P 327 066 608
RETURN RECEIPT REQUESTED
Mr. Kenneth Bridgers
Seaside United Methodist Church
7290-23 Beach Drive, SW
Ocean Isle Beach, North Carolina 28469
Subject: NOTICE OF VIOLATION
Stormwater Project No. 910805
Seaside United Methodist Church
Brunswick County
Dear Mr. Bridgers:
On February 5, 1992, a Certification of Compliance with Stormwater Regulations, Number
910805, was issued to Mr. Paul Justice for Seaside United Methodist Church, located in Seaside, N.C..
As stated in the Certification of Compliance:
A professional engineer must certify that the stormwater system has been installed
in accordance with the approved plans and specifications upon completion of
construction.
On August 30, 1993, Regional Office Staff conducted a compliance inspection of the project's
stormwater facilities and found construction completed and the facility occupied. A Compliance Inspection
Report was sent to Mr. Paul Justice on September 3, 1993. Please find attached a copy of that completed
report which summarizes the findings of the inspection. Our records indicate that the required
Professional Engineer's Certification has not been received. The Certification has been requested on
December 18, 1992, July 26, 1993 and September 3, 1993. Additionally, the following conditions were
observed during the inspection and are in violation of the Certification:
1. The side slopes of the pond appear steeper than 3:1 as required, especially from the edge
of the parking lot. Those slopes must be stabilized with permanent measures, or cut back
to 3:1.
2. Please provide the trashrack as required on the approved plans.
127 Cardinal (hive Extension, Wilmington, N.C. 2WS-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affitautive Action Employer

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389 347 481
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Mr. Bridgers
March 22, 1994
Stormwater Project No. 910805
3. There are a few minor discrepancies between the approved plan and the actual construction
which must be addressed through a revised plan. Several landscaped islands have been
deleted, and curbing has been added to the rear of the parking lot.
Operation of the stormwater system prior to submission of the required certification and the above
conditions are violations of 15A NCAC 2H.1003 and are subject to enforcement action pursuant to NCGS
143-215.6A including the assessment of civil and criminal penalties.
Failure to provide the required Engineer's Certification and a "plan of action" which designates
the date by which the above items will be permanently resolved, prior to April 22, 1994, will result in
the initiation of appropriate enforcement action by this Office. That action may include recommendations
for the assessment of penalties and/or revocation of the Certification.
If you have any questions concerning this matter, please call Ms. Linda Lewis or Mr. Dave
Adkins at [phone].
Sincerely,
l�, t- C- iL S l-1 C t--
Rick Shiver
Regional Supervisor
RSS/arl: S:\WQS\STORMWAIINOTICE\910805.MAR
cc: Mr. Larry Sneeden, P.B.
Mr. Robert Tucker, Brunswick County Building Inspector
Bradley Bennett
(2) Linda Lewis
Central Files

April 13, 1994
EEO MnIrm
Mr. Rick Shiver, Regional Supervisor APR 1 4 1994
State of North Carolina
Dept. of Environment, Health, and Natural Resources
127 Cardinal Drive Extension
...........................
Wilmington, N. C. 28405-3845
SUBJECT: Stormwater Project No. 910805
Seaside United Methodist Church
Dear Mr. Shiver:
I am in receipt of your letter of March 22, 1994 to Mr. Kenneth
Bridges in regards to the Stormwater Project for Seaside United
Methodist Church. Mr. Bridges is no longer a member of the Board
of Trustees and, as a new member of the Trustees, my assignment
is to resolve and perfect our Stormwater Project.
I have had a discussion with Mr. Dave Atkins and Mr. Larry
Sneeden, the Design Engineer. Please be advised of the follow-
ing:
1. Mr. Rick Thompkins, a Registered Surveyor, has prepared a
survey of what is on site as of April 4, 1994. This survey
has been forwarded to Mr. Sneeden for his review.
2. Mr. Atkins, of your staff, suggested that we could use rip -
rap on the side of the pond nearest to the parking lot, since
the slop is not 3:1.
3. The trash racks are being prepared and will be installed in
the near future.
The purpose of this letter is to advise you of the actions being
taken and to request that the date of April 22, 1994 for total
resolvement be extended. Please be assured that a continuous
commitment will be made until the project is completed and
accepted.
Sincere ly yours,
Kemp M. Cause,y, Trust e
Board of Trustees
Seaside United Methodist Church
KMC:bbc
ccs: ✓Ms. Linda Lewis
Mr. Dave Atkins
Mr. Larry Sneeden, P.E.
Mr. Al Wooten
P.U. Box 4637, Calabash, N.C.
STU ATE,
U�U Lou
APR 1 4 1994
[phone]

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P ITEWORKS
-S Design Group, P.A.
April 14, 1994
Mr. Rick Shiver, Regional Supervisor
Wilmington Regional Office- DEHNR
1.27 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Seaside UMC
Stormwater Project #910805
Dear Mr. Shiver:
910/799-6808
Fax [phone]
APR 15 1994 LJ
At the request of the church, we have done a preliminary
review of the construction of the stormwater control measures.
There are several deficiencies which we will be working with the
church to correct in the near future.
The stormwater control measures were designed to accomodate
the existing and future development plans for this site. The
existing developed area consists of 0.94 acres of impervious area
which is 18 percent of the total site. It is my understanding
that this coverage is less than the 1.0 acre impervious / 30%
coverage limits in the regulations and would therefore be exempt
from stormwater management requirements at this time.
If my interpretation of the regulations is correct and the
church is in fact in compliance at this time, please notify them
in writing so that they can ease their concerns about breaking
the law and being subject to enforcement action. They have
assured me they they will diligently pursue remedying the
deficiencies in the stormwater retention system.
Sincerely,
SITEWORKS DESIGN GROUP, PA
C. Lawrence Sneeden, Jr. PE
cc: Seaside UMC
I� APR 1 5 1994 U
D E it
�Io7 #
P.O. Box 3988 0 Wilmington North Carolina 28406-3988

UNITED STATES POSTAL SERVICE
PENALTY FOR PRIVATE
USE TO AVOID PAYMENT
OF POSTAGE, S"
Print your name, address and ZIP Code here
NC DEHNR - OEM WATER QUALITY SECTION,
127 CARDINAL DRIVE EXTENSION
WILMINGTON NC 28405-3845
ATTN: JAN PETERS
1111 I„I,IIiiiiiliiilliii,l,ll,,,lll

SENDER:
y • Coriiplete items I and/or 2 for additional services.
m Complete items 3, and 4a & b.
` • Print your name and address on the reverse of this form so that we can
return this card to you.
at • Attach this form to the front of the inailpiece, or on the back if space
does not permit.
m • Write"Return Receipt Requested" on the mailpiece below the article number
• The Return Receipt will show to whom the article was delivered and the date
0 delivered.
I also wish to receive the
following services (for an extra
fee):
1. ❑ Addressee's Address
2. ❑ Restricted Delivery
,nsult postmaster for fee.
v 3. Article Addressed to: 4a. Article Number
m
m P 327 066 608
a 4b. Service Type
c Mr. Kenneth Bridgers ❑Registered^ ❑Insured
a Seaside United Methodist Church (}{1 �". Certified ,. ❑COD
y 7290-23 Beach Drive, SW Return Receipt for
W El Mail ❑
CC
Ocean Isle Beach, NC 28469 Merchandise
7. Date of Deliver
5. Sigrature (Addressee) 8. Addressee's Address (Only if requested
F C¢and fee is paid)
/
I
cc 6. Signature g ntl
I �
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� a PS Form $$11, December 1991 *U.S. GPO: 1883-352-714 D
RETURN RECEIPT

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson
Jonathan B. Howes, Secretary Regional Manager
September 3, 1993
Mr. Paul Justice
Seaside United Methodist Church
Route 2, Box 52-A
Ocean Isle Beach, North Carolina 28469
Subject: COMPLIANCE INSPECTION
Seaside United Methodist Church
Stormwater Project No. 910805
Brunswick County
Dear Mr. Justice:
Please find attached a copy of the completed form entitled "Stormwater Compliance Inspection
Report". The report summarizes the findings of a recent inspection of the project's stormwater controls
conducted on August 30, 1993 to determine compliance with Stormwater Certification Number 910805
issued on February 5, 1992.
A summary of the findings and comments are noted under Section 6 of the report. Appropriate
action, if required, should be completed by October 3, 1993. Please inform this Office by letter when
required action is completed. If you have any questions please contact me at the Wilmington Regional
Office, telephone number [phone].
Sincerely,
Linda Lewis
Environmental Engineer
DA/arl: S:\WQS\STORMWAT\INSPECT\910805.SEP
cc: Mr. Larry Sneeden, P.E., Siteworks Design Group
Central Files
Bradley Bennett
C(2)_IJinda_I.e'wi
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

R;'L327 066 608,
Receipt for
Certified Mail
No Insurance Coverage Provided
r�Y
Do not use for International Mail
(See Reverse)
sere
Stt
and No.
P.O., State and ZIP Code
Postage
Certified Fee
Special Delivery Fee
Restricted Delivery Fee
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TOTAL Postage
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STORMWATER COMPLIANCE INSPECTION REPORT
1. Project Name:
Project Number:
Seaside United Methodist Church
Control Measure: 85 % Pond
Water Body: UT Calabash River Classification: C
Directions to site, address: Off NC 904, approximately 2 miles north of NC 179.
2, Inspection Date: August 30, 1993 2:45 pm
Weather Conditions: Hot, humid
3. Comparison of Approved plans vs. As -Built: Compared well.
4. Maintenance Problems:
5. PE Certification Received? NO
6. Comments:
Deed Restrictions Received? N/A
The side slopes of the pond appear steeper than 3:1 as required, especially from the edge
of the parking lot. The church must either stabilize these slopes with permanent measures,
or cut them back to 3:1.
2. Please provide the expanded metal trashrack over 3 of the knock -out panels on the outlet
structure as required by the approved plan.
3. The inspection revealed a few minor discrepancies between the approved plan and the
actual construction, most notably, the deletion of the landscaped islands along the back
parking lot edge, and the addition of concrete curbing to direct runoff into the catch basin.
This has essentially negated the need for the baffle and the rip rap swale. A revised plan
showing these revisions should be received.
4. This Office has asked for the Engineer's Certification on December 18, 1992 and July 26,
1993. Each time, this Office was assured that the certification would be shortly
forthcoming. Please complete and return the attached Certification when the above items
have been satisfactorily addressed.
Inspector: Linda Lewis J't �
Water Quality/Wilmington Regional Office/[phone]
DA/arl: S:\WQS\STORMWAT\INSPECT\910805.SEP

Seaside United Methodist Church
Stormwater Project No. 910805
Engineer's Certification
1, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
ect)
for (Project Owner) hereby state that, to the best of my abilities,
due care and diligence was used in the observation of the project construction such that the construction
was observed to be built within substantial compliance and intent of the approved plans and specifications.
Signature
Registration Number
Date

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G. Martin,'Governor
William W. Cobey, Jr., Secretary
February 5, 1992
DIVISION OF ENVI
Mr. E. Paul Justice
Seaside United Methodist Church
Route 2, Box 52-A
Ocean Isle Beach, North Carolina 28469
Bob Jamieson
Regional Manager
Subject: Certification of Compliance
with Stormwater Regulations
Stormwater Project No. 910805
Seaside United Methodist Church
Brunswick County
Dear Mr. Justice:
This Certification is pursuant to the revised application
for Seaside United Methodist Church received on August 9, 1991,
with additional information received on January 30, 1992. Based
on our review of the project plans and specifications, we have
determined that the stormwater control system complies with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1003(i).
The runoff will be treated in a detention pond sized to achieve
85% reduction in Total Suspended Solids.
This Certification shall be effective from the date of
issuance until rescinded. The project shall be constructed and
maintained in accordance with the plans and specifications
approved by the Wilmington Regional Office.
A professional engineer must certify that the
stormwater system has been installed in accordance with the
approved plans and specifications upon completion of
construction. The attached certification should be received
by this Office within 30 days of completion of construction.
-continued-
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Justice
February 5, 1992
Page Two
----------------
If you have any questions concerning this matter, please
call Alexis Finn or me at [phone].
Sincerely,
act
Dave Adkins
Water Quality Supervisor
DA/aif: 910805.FEB
cc: Robert Tucker, Brunswick County Inspections Department
Linda Lewis, Siteworks Design Group
Alexis Finn
r,Wi`lmington—Regional Off7:ce)
Central Foes

DIVISION OF ENVIRONMENTAL MANAGEMENT
Evaluation of Stormwater Treatment and Disposal System
Draining to Waters Other Than Class SA
PROJECT DATA
Project Name: Seaside United Methodist Church
Project No.: 910805
Location (County, Township/Municipality, Address):
Brunswick County
Applicant Name: Mr. E. Paul Justice
Mailing Address: Route 2, Box 52-A
Ocean Isle Beach, North Carolina 28469
Submittal Date: August 9, 1991
Water Body Receiving Stormwater Runoff: Unnamed Tributary to
Calabash River
Classification of Water Body: "C"
WET DETENTION POND EVALUATION
1. Yes No The design storage is for the runoff from all
impervious surfaces resulting from 1-inch of
rainfall and is located above the permanent
pool.
2. Yes No The permanent pool is designed for 85% TSS
removal.
3.
Yes
No
The runoff completely draws down to the
permanent pool in 5 days, but not less than 2
days.
4.
Yes
No
The mean depth of the permanent pool is a
minimum of 3 feet.
5.
Yes
No
The inlet structure is designed to minimize
turbulence and short circuiting.
6.
Yes
No
All overflow and discharge flows through a
vegetative filter at least 30 feet in length.
7.
Yes
No
A method is used to provide even distribution of
runoff over the length of the vegetative filter.
-continued-

WET DETENTION POND EVALUATION CONTINUED
8. Yes No The slope and width of the vegetative filter
provides non -erosive flow for the 10-year and
24-hour storm with a 10-year, 1-hour intensity.
9. Yes No The vegetative filter has a slope of 58 or less.
10. Yes No The vegetative filter is natural, grassed or
artificially planted wetland vegetation.
11. Yes No An appropriate operation and maintenance plan
has been provided for the system.
12. Yes No THIS PROJECT MEETS THE STORMWATER CONTROL
REQUIREMENTS OF 15A NCAC 2H. (g), (i), (j), (k),
and (1) (For Yes, 1 through 11 must all be
circled Yes.)
Brief Explanation: This detention pond is designed to remove 85%
total suspended solids and will therefore be operated with a
vegetative filter.
DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN -OFF
Wilmington Regional Office
Dat1/22= Individbhl Evaluating Form/Plans
U l°,g a, a ,
Date Regional Water Quality Supervisor
cc: Applicant/WiRO/Mills/CF

Enaineer's Certification
I, , as a duly registered
Professional Engineer in the State of North Carolina, having
been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for the hereby state that, to
(Project owner)
the best of my abilities, due care and diligence was used in the
observation of the project construction such that the
construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
Signature
Registration Number
Date

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