SW8000720_HISTORICAL FILE_20151110

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW 7S��TpZO
DOC TYPE ❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE-
WWMMDD

STATE OF NORTH CAROLMA
Department of 1invironmeatal and Natural Resources
127 Cardinal Drive Rxfe-nsion
WihnlzigtoN North Carolina 28405
[phone]
FILE ACCESS RECORD
SECTION -
TBIRDATfi I 1 "
REPRESENTING C I-- -`7� -
Guide roes for Access: The staff of Wilmiugton Regional. Office is dedicated to Mahzag public recoxds in
our custody readily available to the public for review and copying We also have the zesponsibMty to the
public to safeguard these records and to carry out our day-to-day program obligations. Please read
carefully fte, following guidelines signing the form
L Dtie to the large public demand for file access, we request thatyo-a call at least a day in
advance to schedule an appoiatment to review the files. Aiapointrnents will be scheduled
between 9:Opam and 3:40i)m. Viewing Lune ends at 4:45pnz. Atiyane arriyinL withruf an
appobltmenf may view the files to the extent that time and staff supervision is gy"able.
2. . Yoa must specify files you want to review by facilky nam:e. The xurj�ber of files that you
may review at one tirn.e will be limited to five.
3. Yoa may make copies of a file when the copier is not in use by the staff and if tune pi mits.
Cost per copy is $_05 cents. PaLment may be made by check, money order, or each at th
reception desk. Co ies totaling 5.00 or more can be invoiced for your convenience.
4, M ES MUST BE KEPT IN ORR E,R YOU FOUND '1_`H�M. Piles may not be taken from
fhe office. To remove, alter, deface, mutilate, or destroy material in one ofthese files is a
misdomeauor for which you can be fined up to $500.00- No briefcas lam totes etc, are
ermined in the file review area.
5. In accordance with General Statue 25-3-512, a $25.00-pracesshg fee will be charged and.
Pollected-for checks on which payment has been refused.
COUNTY
2.
3.
4.
c—.
rgnature and Name ofFirml$iasiness Date ` / ` /+ Time in Time Out
Please attach a business crud to this fopm r
COPIES MADE _ PAID INVOICE
S:Admm fie access

Weaver, Cameron
From: Richard (Rick) A. Moore <[e-mail]>
Sent: Thursday, October 22, 2015 12:12 PM
To: Weaver, Cameron
Subject: file reviews
Cameron -
For the IKA submittal in December I need to confirm our numbers being used for offsite impervious. Can I set up a time
to do file reviews on the following?
Cape Fear Dialysis — SW8 101018
Cornerstone Baptist Church — SW8 000720
Dominion Park Section I — SW8 940714
Thanks,
Rick
Richard (Rick) A. Moore, PE, LEE© AP I Senior Project Manager
Tel [phone] Cell 910.386.6359
243 North Front Street I Wilmington, NC 28401
[e-mail] I httpa/www.mckimcreed.com
MCEB4&REED
ENGINEERS $URVl:YORS PLANNEkS
Follow us on: YouTube I twitter l facebook j Linkedln
Visit our NEW website, www.mckimcreed.com
To send me a file larger than 20MB or a zip file please click here
This e-mail and any files transmitted with it are confidential
and intended solely for the use of the individual or entity to
whom they are addressed. if you have received this e-mail in
error please notify the system manager. Please note that any
views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the
company. Finally, the recipient should check this e-mail,and
any attachments for the presence of viruses. The company
accepts no Iiability for any damage caused by any virus
transmitted by this e-mail.

Alllffl
'A
��®
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
December 3, 2009
Pastor Jonathan Blackburn
Cornerstone Baptist Church
2730 NorthChase Parkway, SE
Wilmington, NC 28405
Division of Water Quality
Coleen H. Sullins
Director
Subject: Session Law 2009-406 — Permit Extension
Stormwater Permit #SW8 000720
High Density — Cornerstone Baptist Church
New Hanover County
Dear Pastor Blackburn:
Dee Freeman
Secretary
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any
development approval issued by the Division of Water Quality under Article 21 of
Chapter 143 of'the General Statutes, which is current and valid at any point between
January 1, 2008, and December 31, 2010. The law extends the effective period of any
stormwater permit that is set to expire during this time frame to 3 years from its current
expiration date.
Accordingly, Stormwater Permit # SW8 000720, which was set to expire on
September 21, 2010, is now in effect until September 21., 2013. Please resubmit the
renewal application and fee at least 180 days prior to September 21, 2013', which would
be March 21, 2013. A copy of the Renewal Application can be obtained from the
following website: http://h2o.enr,state,nc.us/su/bmp forms.htm.
If you have any questions, please contact the Division of Water Quality in the
Wilmington Regional Office at 910-796-7215.
Sincerely, -
,. �,,L`� rti,�/� • `_� `--e:
Georgette Scott
Stormwater Supervisor
Division of Water Quality
S:\VVQS\STORMVVATER\RENEVVAL\SL2009-406\000720-decO9
cc: Wilmington Regional Office
Central Files
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 QDC
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 North Carol i n a
fnternet www.ncwalerclualhty,org naturally
An Eciva! Opportunily 1 Affirmative Acton Employer

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Wafer Quality
August 24, 2000
Pastor Jon Blackburn, Pastor
Cornerstone Baptist Church
2204 Old Wrightsboro Road ,.'730 !�x
Wilmington, NC 28405 t,. ,A b. ,
Subject: ACKNOWLEDGMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SWS 000720
Cornerstone Baptist Church
New Hanover County
Dear Pastor Blackburn:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Cornerstone Baptist Church on July 20, 2000. A preliminary review of that information has determined
that the application is not complete. The following information is needed to continue.the stormwater
review:
I. Delineate all wetlands on site, or note on the plans that none exist.
2. Please include a copy of the sealed calculations as well as a brief narrative describing the
project.
3. Please dimension the permanent pool. The required minimum surface area at permanent
pool for the surface area to drainage area ratio, SA/DA, of 3.61 %, is 4,722 square feet. By
the plans I measured only 4,025 square feet. Please increase the surface area of the
permanent pool to at least 4,722sf.
4. Please include the contour line for the temporary pool elevation of 48.00 FMSL.
5. On the outlet detail, sheet 2 of 2, please include a type of trash guard for both the outlet
orifice and the overflow weir. A sheet of expanded metal (grating) placed in front of the
weir and pulled over the top would suffice.
6. On the detention pond section please note that all slopes above the permanent pool elevation
should be a minimum of 3:1, H:V.
7. The outlet orifice should be designed to draw down the minimum required design volume
(1 in.) of runoff between 2 and 5 days. By my calculations a tin. diameter orifice would
draw down the pond in less than one day. A 0.75in. to 1.15in. diameter orifice would draw
down the tin. storm or 4,600 cubic feet of volume in 2-5 days.
S. With copy of this letter 1 am returning page l of 4 of the Wet Detention Basin Supplement to
Delta Engineering, Inc. for changes to the permanent pool surface area and the outlet orifice.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone 9](I-395-3900 FAX 910-35U-2004
An Equal opportunity Affirmative Action Employer 50% recycled/10'%, ]cost -consumer paper

Pastor Blackburn
August 24, 2000
Stormwater Project No. SWS 000720
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 September 24, 2000, or the application
will be returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at -the bottom of this letter. The request must
indicate the date by which you expect to submit the required information. The Division is allowed 90
days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents
that need to be revised have been sent to the engineer or agent. All original documents must be returned or
new originals must be provided. Copies are not acceptable. If you have any questions concerning this
matter please feel free to call me at [phone]..
Sincerely,
Scott Vinson
Environmental Engineer
RSSlsav: S:1WQSISTORMWATIADDINF01000720.AUG
cc: Wilmington Regional Office
Joe Smith, P.E. Delta Engineering, Inc.

Permit No.
(to be provided br DIV&
State of North Carolina RECEIVE
Department of Environment and Natural Resources J U L 2 2000
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: Cornerstone Baptist Church
Contact Person: Jon Blackburn Phone Number: (910 ) 343-9552
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation 42.9 ft. (floor of the basin)
Permanent Pool Elevation 46.9 ft. (elevation of the orifice)
Temporary Pool Elevation 48.0 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 4225 sq. ft. (water surface area at the orifice elevation)
Drainage Area 3.00 ac. (on -site and off -site drainage to the basin)
Impervious Area 1.24 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAI
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
7100
5680
1420
cu. ft. (combined volume of main basin and forebay)
cu. ft. (volume detained above the permanent pool)
cu. ft. (approximately 20% of total volume)
3.5
2 in.
1 in.
90 %
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
(171inimum 85% required)
Form SWU-102 Rey 3.99
Page l of 4

CtOjt'1VER"ISTONt �i4�T�l5r~1 C11-�Vf�CFf
I
Z7 301 A)6SI ?TI<tCNl_5E _ PATat
Lj i LIA. N GTon% _yl%r,G, 28 �-I oIS
1- iv o'z! Ca_� iv.r Y v_�_I, - i
-.f--- I I - _
1
i i !
r I I ! I I I f I o
_iTo'�ca�„ �(]�"a��.,.cie,J�`!i+'-"e:a_.. .3. b
1 O
- "1 1 I i ��� i ! I� I I j j �✓/ I o I ! � i ! i � I 1 � I �.
----3
4 3 ,
._
� I � � � � � � I � I i ! � � ' � •-I-- i i i -
I ISv-Ale _ _�� {531��DD," !I< !3, JOOk-c c13
ngEC E I!VIE
_e/
---,-.- -_-I-- - - ---a--O.�.— j_.._..-.. ..-•-T.---•---.i ! _ _ _ _ I-. _•-.•f�_ . -_ i.__ — .-,_—, `"_ � 2-Q -200nV — I
EP��,
I k - ` i I _ Q I _ I' � • ._. j �..-.-_.. ! I _, .- - - - - i ! - I __. ' QWQ i
-
l i I i 1 i l
PM
E I � ! _ ,� . i ! . l /� I -r • y� I D�F�_I`. ..�_�_!� i/� I I �_ ,.... � � ---I I I
Y`_z'�'..�,.-Tql 1� `�lc v1'r �i1-- a9-
_.�l)�j.0,_
_
10,
I 'N
i
_II •
s - -i' + _._'! - ' �. —1 -'I' - 'i----•I- _- F_ i'------�'_ ^(- -1' - - ,. _- I - ;24916-
,<-
t..
l::. - I - � - • i ---r - 1 i-- i -I - I � ! 1i4�T'
! l

Project Narrative
Cornerstone Baptist'Church
New Hanover Co., North Carolina
PROJECT DESCRIPTION
The purpose of this project is to construct a 4,132 square
foot addition to the existing church and additional parking
facilities on a three acre lot located at the intersection of
N.C. Highway 132 and Northchase Parkway.
A wet detetion basin will be constructed in the northwest
corner of the lot for stormwater pollutant removal. The lot
will be graded to direct stormwater to a collection system
and route it to the basin. The basin outlet is designed as
a one inch orifice to drawdown stormwater to the permanent
pool elevation in 2-5 days. The outlet discharges to a
roadside ditch along NC Highway 132. An overflow weir and
emergency spillway are provided to handle events in excess of
an one inch rainfall.
SITE DESCRIPTION
The three acre site has level topography with slopes
generally less than 1%. The property is bounded on the west
and south by roads. Drainage swales exist on the north and
east property lines. The site is cleared and contains a
grassed vegetative cover.
�ECEiV10
SEP 2 0 2000
PROD # DWQ