SW8911001_Historical File_19990224

State of.North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office •
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary NCDENR
Division of Water Quality NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 24, 1999
Mr. Bob Correll, Chairman
Church Property Committee
204 Azalea Circle, SW
Sunset Beach,NC 28468
Subject: Permit No. SW8 911001 Modification
Calabash Presbyterian Church
High Density Stormwater Project
Brunswick County
Dear Mr. Corell:
The Wilmington Regional Office received the Stormwater Management Permit Application for Calabash Presbyterian Church -
on September 30, 1998, with final information on December 17, 1998. Staff review of the plans and specifications has
detennined that the project,as proposed,will comply with the Stormwater Regulations set forth in Title 15A NCAC 2*1000.
We are forwarding Permit No. SW8 911001 Modification dated February 24, 1999, for the construction of Calabash
Presbyterian Church.
This permit shall be effective from the date of issuance until February 24,2009, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty(30)days following receipt of this permit. This request must be in
the fonn of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office
of Administrative Hearings,P.O.Drawer 27447,Raleigh,NC 27611-7447. Unless such demands are made this permit shall
be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at(910)
395-3900.
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWAT\PERMIT\91I001.FEB
cc: Phil Norris, P.E.
Delaney Aycock,Brunswick County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
127 Cardinal Dr.Ext.,Wilmington,North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper

State Stormwater Management Systems
Permit No. SW8 911001 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other
applicable Laws, Rules,.and Regulations
PERMISSION IS HEREBY GRANTED TO
Church Property Committee
Calabash Presbyterian Church
Brunswick County
FOR THE
construction, operation and maintenance of a detention pond in compliance with the provisions of 15A NCAC 2H .1000
(hereafter referred to as the "stormwater rules')and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water Quality and considered a part of this
permit.
This permit shall be effective from the date of issuance until February 24,2009 and shall be subject to the following specified
conditions and limitations:
I.DESIGN STANDARDS
l. This permit is effective only with respect to the nature and volume of stormwater described in the application and
other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page 3 of this
permit,the Project Data Sheet.The stormwater control has been designed to handle the runoff from 141,570 square
feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
4. The tract will be limited to the amount of built-upon area indicated on page 3 of this pen-nit, and per approved plans.
.i

State Stormwater Management Systeips
Permit No. SW8 911001 Modification
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: Calabash Presbyterian Church
Permit Number: SW8 911001 Modification
Location: Brunswick County
Applicant: Mr. Bob Correll, Chairman
Mailing Address: Church Property Committee
204 Azalea Circle, SW
Sunset Beach,NC 28468
Application Date: September 30, 1998
Water Body Receiving Stortwater Runoff: Shingletree Swamp(LBR 15-23-2)
Classification of Water Body: "C Sw"
If Class SA, chloride sampling results: n/a
Pond Depth,feet: 6
Permanent Pool Elevation, FMSL: 47
Total Impervious Surfaces,ftz: 141,570
Future, ftz: 74,317
Offsite Area entering Pond, ftz: None, per Engineer
Required Surface Area,ftz: 7,950
Provided Surface Area,ftz: 8,035
Required Storage Volume, ft3: 11,525
Provided Storage Volume, ft3: 15,110
Temporary Storage Elevation, FMSL: 48.5
Controlling Orifice: 1.5 pipe
` 3

State Stormwater Management Systems
Pen-nit No. SW8 911001 Modification
II. SCHEDULE OF COMPLIANCE
1. The stonnwater management system shall be constructed in it's entirety,vegetated and operational for its intended
use prior to the construction of any built-upon surface except roads.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections(every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure,orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel of DWQ.
The records will indicate the date,activity, name of person performing the work and what actions were ta .
5. Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans. This pen-nit shall become voidable unless the
facilities are constructed in accordance with the conditions of this permit,the approved plans and specifications, and
other supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this
permitted facility, a certification must be received from an appropriate designer for the system installed certifying
that the permitted facility has been installed in accordance with this permit,the approved plans and specifications,
and other supporting documentation. Any deviations from the approved plans and specifications must be noted on
the Certification.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of ten
years from the date of the completion of construction.
9. Prior to the sale of any portion of the property,an access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale of any portion of
the property.
10. The pennittee is responsible for verifying that the proposed built-upon area does not exceed the allowable built-upon
area.
IL. The runoff from all built-upon area on the project must be directed into the permitted stormwater control system.
12. If the stormwater system was used as an Erosion Control device, it must be restored to design condition prior to
operation as a stormwater treatment device, and prior to occupancy of the facility.
4

State Stormwater Management Systems
Permit No. SW8 911001 Modification
13. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition,the Director may detennine that other revisions to the project should require a modification to the permit.
14. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice,the permittee shall submit a written time
schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide copies
of revised plans and certification in writing to the Director that the changes have been made.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change ownership,or there is'a name
change ofthe Pennittee, a formal permit request must be submitted to the Division of Water Quality accompanied_
by an application fee,documentation from the parties involved,and other supporting materials as may be appropriate. "
The approval of this request will be considered on its merits and may or may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to enforcement
action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6A to 143-
215.6C.
3. The issuance of this pen-nit does not preclude the Permittee from complying with any and all statutes, rules,
regulations,or ordinances which may be imposed by other government agencies(local,state,and federal)which have
jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such as the
construction of additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property for the purpose of inspecting all components of
the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit
modification,revocation and reissuance or termination does not stay any permit condition.
Permit issued this the 24th day of February, 1999.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
it lVl 411d A A7
A.Preston Howard,Jr.,P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 911001 Modification
x
5

State Stormwater Management Systems
Permit No. SW8 911001 Modification
Calabash Presbyterian Church
Stormwater Permit No. SW8 911001 Modification
Brunswick County
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,
(Project)
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.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date
i
6

A&K#98077
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Date,Received Fee Paid Permit Number
R t tcoi
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name(specify the name of the corporation,individual,etc.who owns the project):
Calabash Presbyterian Church
2. Print Owner/Signing Official's name and title(the person who is legally responsible for the facility and its
compliance):
Bob Correll, Chairman, Church Property Committee
3. Mailing Address for person listed in item 2 above:
204 Azalea Circle, S.W.
City: Sunset Beach state: NC zip: 28468
Telephone Number: [phone]
4. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Calabash Presbyterian Church Stormwater Modification
5. Location of Facility(street address):
8820 Old Georgetown Road
City: Sunset Beach,NC County: Brunswick
6. Directions to facility(from nearest major intersection):
Located on SR1163 (Old Georgetown Road) approximately 1.5 miles east of intersection of SRl 163
and NC 179
7. Latitude: 330 54' 04" Longitude: 780 32' 31" of facility
8. Contact person who can answer questions about the facility:
Name: Bob Correll Telephone Number: [phone]
II. PERMIT INFORMATION:
1. Specify whether project is(check one): New Renewal X Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit,list
the existing permit number 911001 and its issue date(if known) June 30, 1994
Form SWU-101 April 1998 Page 1 of

3. Specify the type of project(check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements(check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404 Permit
Ell. PROJECT WFORMATION:
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative (one to two
pages)describing stormwater management for the project.
Detention Pond
2. Stormwater runoff from this project drains to the Lumber River River basin.
3. Total Project Area: 5.0 acres 4.Project Built Upon Area: 65 %
5. How many drainage basins does the project have? 1
6. Complete the following information for each drainage basin. If there are more than two drainage basins in the project,
attach an additional sheet with the information for each basin provided in the same format as below.
n:.
..nw::iv.i..`::i'r:.i.}::x.'n$v.}'ny•r..'.;;vvnvv.: .:: ::.::..:. :...:.......:..
Receiving Stream Name Shingletree Swam
Receiving Stream Class C-Swam
Drainage Basin Area 5.0 Ac
Existing Impervious*Area 4 3 25 3 5 F
Proposed Impervious* Area 7$ 3/ 6F
%Irn ervious*Area total 65°o
. :.: .::::...
On-site Buildings 6P
On-site Streets 2 sr
On-site Parkin SF'
On-site Sidewalks SF
Other on-site Fumffx DEN• 17 SE
Off-site
Total: E= D 5 F E_
*Impervious area is defined as the built upon area including, but not limited to, buildings, roads,parking
areas, sidewalks, gravel areas, etc.
7. How was the off site impervious area listed above derived: N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants and required to be recorded for all low density projects and all subdivisions
prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded.
By your signature below,you certify that the recorded deed restrictions and protective covenants for this project shall include
all the items required by the permit,that the covenants will be binding on all parties and persons claiming under them,that
Form SWU-101 April 1998 Page 2 of 4

they will run with the land,that the required covenants cannot be changed or deleted without concurrence from the State,
and that they will be recorded prior to the sale of any lot.
V. AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf,please complete this section:
J. Phillip Norris
Designated agent(individual or firm): Andrew& Kuske Consulting Engineers, Inc.
Mailing Address: 902 Market Street
City: Wilmington State: NC zip: 28401
Phone: (910 ) 343-9653 Fax: [phone]
VI. SUBMITTAL REQUIREMENTS
This application package will not be accepted by the Division of Water Quality unless all of the applicable items are
included with the submittal.
1. Please indicate that you have provided the following required information by signing your initials in the space provided
next to each item.
Ap ant's Initials
•Original and one copy of the Stormwater Management Permit Application Form
•One copy of the applicable Supplement Form(s)for each BMP(see Attachment A)
•Permit application processing fee(see Attachment A)
•Two copies of calculations
•Detailed narrative description of stonnwater treatment/management
•Two copies of plans and specifications,including
—Development/Project name
—Engineer and firm
—Legend
—North arrow
—Scalc
—Revision number&date
—Mean high water line
—Dimensioned property/project boundary
—Location map with named streets or NCSR numbers
—Original contours,proposed contours,spot elevations,finished floor elevations
—Details of roads,parking,cul-de-sacs,sidewalks,and curb and gutter
—Wetlands delineated,or a note on plans that none exist
—Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations
—Drainage basins delineated
—Vegetated buffers(where required)
VH. APPLICANT'S CERTIFICATION
I,(print or type name ofperson listed in General Information; item 2) Bob Correll
certify that the information included on this permit application form is correct,that the project will be
constructed in conformance with the approved plans, that the deed restrictions in accordance with Attachment
A of this form will be recorded with all required permit conditions, and that to the best of my knowledge, the proposed project
complies with the requirerooffs of 15A NCAC 2H.1000.
Signaturei�0& Date: I' -0
Title: Chairman, Church ommi e
ATTACHMENT A
Form SWU-101 April 1998 Page 3 of 4

1. Deed Restriction Language
The following statements must be recorded for all low density projects and for all projects that involve the subdivision and
selling of lots or outparcels:
1. No more than square feet of any lot, including that portion of the right-of-way between the
edge ofpavement and the front lot line, shall be covered by impervious structures including
asphalt, gravel, concrete, brick, stone, slate or similar material but not including wood decking or
the surface of swimming pools. This covenant is intended to insure continued compliance with the
stormwater permit issued by the State of North Carolina. The covenant may not be changed or
deleted without the consent of the State.
2. No one may fill in,pipe, or alter any roadside swale except as necessary to provide a minimum
driveway crossing.
NOTE: If lot sizes vary significantly,the owner,developer must provide an attachment listing each lot number,size and the
allowable built-upon area for each lot.
For commercial projects that have outparcels or future development the following statements must also be
recorded:
3. The connection from the outparcel or future area into the stormwater system must be made into the
forebay such that short-circuiting of the system does not occur.
4. All built-upon area from the outparcel or future development must be directed into the permitted
stormwater control system.
5. Built-upon area in excess of the permitted amount will require a permit modification prior to
construction.
For curb outlet systems,the following statements in addition to items 1 and 2 above must be recorded:
6. No one may pipe,fill in or alter any designated 100 foot long grassed swale used to meet the
requirements ofNCAC 2H.1008(g).
2. Supplement Forms
The applicable supplement form(s)listed below must be submitted for each BMP specified for this project:
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off-Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Nutrient Management Strategy Supplement
3. Permit Application Fees(Check made payable to NCDENR and submitted to the appropriate Regional Office)
Type of Permit New,Modification,or Late Timely Renewal Without
Renewal Modification
Low Density $225 n/a
High Density $385 $225
Other $225 n/a
Director's Certification $350 n/a
General Permit $50 n/a
Form SWU-101 April 1998 Page 4 of 4

Andrew & Kuske � '���������� John J.A. Kuske, P.E.
CONSULTING ENGINEERS, INC. 7 �998 J. Phillip Norris, P.E.
902 Market St. • Wilmington, North Carolina 28401-47 ;3*?pf�le 9653 • Fax [phone]
December 14, 1998
NC DENR/Wilmington Regional Office
Div. of Water Quality/Water Quality Section
127 Cardinal Drive ExtensionSTORMWAlk-r-,
�A
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Calabash Presbyterian Church
Stormwater Permit Modifications
A&K#98077
Dear Ms. Lewis:
We are responding to your request for additional information dated November 14, 1998
as follows:
1. The 58' dimension has been added to the plans.
2. The tables have been completed in Section III, #6 of the permit applications.
3. Runoff has been directed to the other end of the pond to create a longer flow
path.
4. Item f on the supplement form has been checked.
5. The location map has been modified per your request.
6. Dimensions for the parking area and sidewalks have been added to the plan.
7. The plan submitted has spot elevations and limited contour information needed
for design. We do not see the need to cause the owner to incur additional
expense to obtain further topo information. We have noted on the plan that
runoff from all impervious areas must be directed to the retention pond.

Linda Lewis
December 14, 1998
Page 2 of 2
B. You are correct that the future development is unknown. We have allowed for
78,317 square feet of future impervious areas on the site.
We have enclosed the modified application pages you sent us and two revised copies of
the plan for your review and approval. Please let us know if you need any additional
information or if you have questions.
Sincerely,
ANDREW& KUSKE
CONSULTING ENGINEERS, INC.
J hillip Norris, P.E.
cc: Bob Correll / Calabash Presbyterian Church
JPNlams
98077-16.doc

DETENTION POND ANALYSIS FILE NAME: S:1WQSIPOND1911001.WK1
PROJECT#: SW8 911001 Modification REVIEWER: arl
PROJECT NAME: Calabash Presbyterian DATE: 14-xov-98
Drainage Basin: Shingletree Swamp Class: C Sw Chlorides: n/a
Site Area 217800 square feet
Drainage Area 217800 square feet needs to be verified
Area in Acres 5 acres
IMPERVIOUS AREA
Impervious 141570 square feet
square feet
square feet
square feet
square feet
square feet
TOTAL
% IMPERVIOUS 65.00% Pond Depth: 6 TSS: 90
SURFACE AREA CALCULATION
SA/DA 3.650%
Req. SA '< square feet
Prov. SA :;; ';:' : square feet [From plan Contours]
VOLUME CALCULATION
Bottom 41 MSL
Perm. Pool `'' ;<» <'<><> i MSL
::.:.
Design Pool 48.5 MSL
Design SA 12112 square feet [From plan Contours]
Req. Volume 11525.25 cubic feet Rv= 0.635
Prov. Volume cubic feet SA @
Elevation=
ORIFICE CALCULATION
Avg. Head = 0.71875 ft
Flow Q2, cfs 0.08744358 Area, in 3.08466 Dia 2, inches 1.981795
Flow Q5, cfs 0.03497743 Area, in' 1.233864 Dia 5, inches 1.253397
Engineer uses : ;;::;: ' '.. Inches Area = 1.7671459 inz
Q, cfs = 0.0500948 Drawdown days
COMMENTS
Surface Area, Volume and Orifice are within Design Guidelines.

State of North Carolina
Department of Environment ` •
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor NCDENii
,{
Wayne McDevitt, Secretary NORTH CAROLINA DEPARTMENT OF
Division of Quality Water
Qu Ei:VIRONFIENT AND NATURAL RESOURCES
{.Gl Al �J November 14, 1998
Mr. Phil Norris, P.E.
Andrew and Kuske Engineers
902 Market Street
Wilmington, NC 28401
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 911001 Modification
Calabash Presbyterian Church
Brunswick County
Dear Mr. Norris:
The Wilmington Regional Office received a modification to the Stormwater Management Permit
Application for Calabash Presbyterian Church on September 30, 1998. A preliminary review of that
information has determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. Please add the 58' dimension of the permanent pool to the plans.
2. Please complete the tables in Section III, #6 of the permit application. The proposed
impervious has not been filled in or broken down.
3. A large portion of the runoff will enter the pond at the elongated forebay area along the
eastern edge of the property, but the outlet structure is proposed to be located across from the
forebay along the short edge of the pond. Short-circuiting of the runoff is a concern. The
design of a functional pond must provide a pond that is narrow at the inlet (a single inlet is
preferred) and widens and deepens toward the outlet. The flowpath for the runoff must be at
3:1. Please either relocate the inlet to provide a single inlet, or artificially create a longer flow
path by adding a berm or bulkhead.
4. On the supplement form, item f, the emergency drain, is not n/a. Due to the flat grades in this
part of the state, a portable pump must be provided as the emergency drain.
5. Please label Highway 17 and a few other roads on the location map.
6. Please provide dimensions for the existing parking area and sidewalks.
7. Please provide the existing contours.
127 Cardinal Dr.Ext.,Wilmington,North Carolina 28405 'telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

Mr. Norris
November 14, 1998
Stormwater Project No. SW8 911001 Modification
----------------------------------------------
8. I assume that the future development is un1mown at this time. When plans are finalized, please
submit them for review.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to December 14, 1998, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee. The,Division is allowed 90 days from the receipt of a completed application to issue the
permit.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\Allll1NNO\911001.NOV
cc: Linda Lewis
Bob Correll
Central Files

RECEIVED SEP 3 0 1998
__ _— John R. Andrew, P.E.
Andrew & Kuske J.A. Kuske, P.E.
CONSULTING ENGINEERS, INC. J. Phillip Norris, P.E.
902 Market St. • Wilmington, North Carolina 28401-4733 • Telephone [phone] • Fax [phone]
September 29, 1998 ADP
'-7 `NC DENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Calabash Presbyterian Church
Brunswick County
A&K Project No. 98077
Dear Ms. Lewis:
Enclosed are two sets of plans for the subject project, calculations, the original
Division of Water Quality stormwater management permit application and one
copy, two copies of the SWU-102 supplement form, two copies of the stormwater
narrative and a $385.00 check for the processing fee.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
ANDRE KUSKE
CONS TI ENGINEER INC. T��n �]
WATERo
D 3 01998
E C E I V E
PhirpNris, P. SEP D
J
JJPNlams
Dr= M
PROJ #
Enclosures
cc: Bob Correll, Calabash Presbyterian Church

CALABASH PRESBYTERIAN CHURCH
STORMWATER PROJECT NO. 91101
PERMIT MODIFICATION NARRATIVE
A&K PROJECT NO. 98077
The stormwater management project is in Brunswick County near the intersection of
NC179 and Old Georgetown Road. The project was previously permitted as a low
density project. The permit will be modified as a retention pond system to
accommodate future building plans. The drainage area to the stormwater retention
pond consists of 5.0 acres, of which 3.25 acres is existing and future impervious. The
overflow from the pond will pass out the outlet structure to an existing ditch. There are
no wetlands on the site and this is noted on the plans.
Stormwater runoff will be directed to the pond by an existing pipe system. The 2-5 day
drawdown water will leave the pond through a 1 1/2" orifice.
The stormwater retention pond will be designed for 90% TSS removal and will store and
release the 1st one-inch of volume of rainfall within a period of 2 to 5 days. The
stormwater collection system and pond will also be designed for a 10-year storm event.
�TORMWATER
D E C E I V E
SEP 3 01998
D
D E M
PROJ #

Date Design Andrew and Kuske Sheet
.>/J/I 902 Market St. CONSULTING ENGINEERS, INC. Wilmington,N.C:.28401 Of 2
Check Job �. ' For
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