SW8151201_HISTORICAL FILE_20151215

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE ❑ CURRENT PERMIT
❑� APPROVED PLANS
LO/HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE gol S 1 a 15
YYYYMMDD

PAT MCCRORY
Govemnr
DONALD R. VAN DER VAART
Secretary
Energy,Mineral
and Land Resources TRACY DAVIS
ENVIRONMENTAL QUALITY
Director
December 15, 2015
Mr. Michael Hill, Vice President
Southport Presbyterian Church
1025 E. Moore St.
Southport, NC 28461
Subject: Stormwater Management Permit No. SW8 151201
Southport Presbyterian Church Expansion
High Density Commercial Infiltration Basin Project
Brunswick County
Dear Mr. Hill:
The Wilmington Regional Office received a complete State Stormwater Management Permit
Application for the Southport Presbyterian Church Expansion on December 15, 2015. Staff
review of the plans and specifications has determined that the project, as proposed, will comply
with the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC
2H.1000. We are forwarding Permit No. SW8 151201 dated December 15, 2015, for the
construction, operation and maintenance of the BMP's and built-upon area associated with the
subject project.
This permit shall be effective from the date of issuance until December 15, 2023, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s),
recordation of deed restrictions, certification of the BMP's, procedures for changing ownership,
transferring the permit, and renewing the permit. Failure to establish an adequate system for
operation and maintenance of the stormwater management system, to record deed restrictions,
to certify the BMP's, to transfer the permit, or to renew the permit, 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 by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150B of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
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
Christine Hall in the Wilmington Regional Office at [phone].
Sincer ly,
�a2 Tracy Davis, P E., Director
Division of Energy, Mineral and Land Resources
GDS/canh: \\\Stormwater\Permits & Projects\2015\151201 HD\201512 permit 151201
cc: Jeremy Blair, Paramounte Engineering
Southport Building Inspections
Brunswick County Engineering
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality I Energy,Mineral and Land Resources
127 Cardinal Drive Extension I Wilmington,NC 28405
910 796 7215 T 1 910 350 2004 F I from 1/mortal ncdenr ory/web/l

State Stormwater Permit No. SW8 151201
Page 2 of 7
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
Southport Presbyterian Church
Southport Presbyterian Church Expansion
1025 E. Moore Street, Southport, Brunswick County
FOR THE
construction, operation and maintenance of one (1) infiltration basin in compliance with
the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter 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
Energy, Mineral and Land Resources (hereafter referred to as the Division or DEMLR)
and considered a part of this permit.
This permit shall be effective from the date of issuance until December 15, 2023, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. 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 in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 82,764 square feet of impervious area.
3. The infiltration system is permitted per the Alternative Design Criteria under
Section .1008 (h). The proposed system provides equal or better control, equal
or better protection of surface waters and results in no increased potential for
nuisance conditions. The infiltration system can store at least 2.5 times the
minimum design storm, therefore neither an LSNFS nor an offline bypass are
required.
4. The tract will be limited to the amount of built-upon area indicated in Section 1.8
of this permit, and as shown on the approved plans. The built-upon area for the
future development is limited to 6,060 square feet.
5. The runoff from all built-upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
State of Noah Carolina I Environmental QualaN I Energy,Mineral and Land Resources
127 Cardinal Drive Extension I Wilmington,NC 28405
9107967215 T 1 910 350 2004 F I Into://oonal.ncdcnr.or✓web/Ir/

State Stormwater Permit No. SW8 151201
Page 3 of 7
6. The project shall provide a 50' wide vegetated buffer adjacent surface waters,
measured horizontally from and perpendicular to the normal pool of impounded
structures, the top of bank of both sides of streams and rivers, and the mean high
water line of tidal waters.
7. The following design criteria have been permitted for the infiltration basin and
must be provided and maintained at design condition:
a. Drainage Area, acres: 3.06
Onsite, ft2: 133,415
Offsite, ft2: 0
b. Total Impervious Surfaces, ft2: 82,764
Onsite, ft2: 82,764
Offsite, ft2: 0
C. Design Storm, inches: 3.75"
d. Basin Depth, feet: 3.05
e. Bottom Elevation, FMSL: 19.85
f. Bottom Surface Area, ft2: 5,467
g. Bypass Weir Elevation, FMSL: 22.90
h. Permitted Storage Volume, ft3: 25,807
i. Type of Soil: Wando Fine Sand
j. Expected Infiltration Rate, in/hr: 8.5
k. Seasonal High Water Table, FMSL: 17.83
I. Time to Draw Down, hours: 0.28
M. Receiving Stream/River Basin: Southport Restricted Area /
Cape Fear
n. Stream Index Number: 18-88-3.5
o. Classification of Water Body: "SC"
To waive both the offline bypass and vegetated filter strip requirements, the system
has been designed to store 2.5 times the required design storm volume and will
infiltrate that volume at half of the measured infiltration rate.
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. If the stormwater system is 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.
3. The permittee shall follow the approved Operation and Maintenance Agreement
in its entirety, and shall provide and perform the listed operation and
maintenance procedures at the specified intervals to assure the permitted
stormwater system functions at optimum efficiency.
4. Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The facilities shall be constructed in accordance with the conditions of this
permit, the approved plans and specifications, and other supporting data.
State of North Carolina I Environmental Quality I Energy,Mineral and Lnnd Resources
127 Cardinal Drive Extension I Wilmininon,NC 28405
910 796 7215 T 1 910 350 2004 F I htto://oortal.ncdenr.orwweb/Ir/

State Stormwater Permit No. SW8 151201
Page 4 of 7
6. All stormwater collection and treatment systems must be located in public rights-
of-way, common areas or easements. The final plats for the project will be
recorded showing all such required rights-of-way, common areas and
easements, in accordance with the approved plans. Access to the stormwater
facilities shall be maintained via appropriate easements at all times.
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. A
modification may be required for those deviations.
8. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built-upon area, details, etc.
b. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or
part of the project area.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any designated future BUA on the application.
9. 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 to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation
as listed on the form, to the Division at least 60 days prior to any one or more of
the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
Sale of Noon Carolina I Envirt n l=nd Quality I Energy,Mineral and Land Resources
127 Cardinal Dnvc Extension I Wilminynon,NC 28405
910 796 7215 T 1 910 350 2004 F I httn//nodal ncdenr onJweb/Ir/

Stale Stormwater Permit No. S W8 151201
Page 5 of 7
3. Approved plans, calculations, supplement forms, operation and maintenance
agreements and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of the approved plans and
specifications shall be maintained on file by the Permittee at all times.
4. 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.
5. The issuance of this permit 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) having jurisdiction.
& In the event that the facilities fail to perform satisfactorily 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.
7. The permittee grants Division Staff permission to enter the property during
normal business hours for the purpose of inspecting all components of the
permitted stormwater management facility.
8. The permit issued shall continue in force and effect until revoked or terminated.
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.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
controls must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
10, The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et. al.
11. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this the 15th day of December 2015.
Z
H CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
cy D is, P.E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
State of North Carolina I Environmental Quality I Energy,Mineral and land Resources
127 Cardinal Dnve Extension I Wilmington,NC 28405
910 796 7215 T 1 910 350 2004 F Ihno://oanal.ncdenr_ore/wcb/Id

State Stormwater Permit No. SW8 151201
Page 6 of 7
Southport Presbyterian Church Expansion
-Stormwater Permit No. SW8 151201
Brunswick County
Designer's Certification
I, , as a duly registered 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.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date
State orNorth Carolina Environmental Otminy I Energy,Mineral and Land Resources
127 Cardinal Drive Extension I Wilmin&gon,NC 28405
910 796 7215 T 1 910 350 2004 P I httn:Unonal.nedent mVJweWlr/

State Stormwater Permit No. SW8 151201
Page 7 of 7
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
3. All the built-upon area associated with the project is graded such that the
runoff drains to the system,
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDEQ-DEMLR Wilmington Regional Office
Southport Building Inspections
Brunswick County Engineering
State of North Carolina I environmental Qaalily I Energy,Mineral and Land Resources
127 Cardinal Dnve Extension I Wilmington,NC 28405
910 796 7215 T 1 910 350 2004 F I hltn://oonal.ncdenrorc/web/Ir/

PARAMOUNTE
E N G I N E EF R 1 N G . I N C.
5 9 1 1 O 1, E A N D E R D R I V E S U I T E 2 0 1
W I L NI I N G T O N N C 2 8 4 0 3
9 1 0 - 7 9 1 - 6 7 0 7 ( O ) 9 1 0 - 7 9 1 - 6 7 6 0 ( F )
L E T T E R O F T R A N S M I T T A L
To: NCDENR Date 1 12/15/15
127 Cardinal Drive Ext.
Wilmington, NC 28403 Re: South ort Presbyterian Church
[:At� Christine Hall Project No. I 15230.PE
e are sendin ® Originals ® Prints ❑ Shop Drawings ® Calculations
he following items: ❑ Correspondence ® Plans ❑ Specifications ® Other as fisted below
Quantity Date Dwg.No. Description
2 12/14/15 C-3.1 Revised Grading-Drainage-EC Plan
1 12/14/15 Calcs Revised Infiltration Basin Calculations
ssue Status: ® For approval ® As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ approved as Noted ❑ See Remarks
etion Taken: ❑ No 1,xceptions Taken ❑ Make Corrections Noted ❑ amend&Resubmit
❑ Rejected- See Remarks ❑ approved as Submitted ❑ Other
emarks:
As discussed in our email correspondence,please find the revised plan sheet which shows the existing 23'
contour along with the revised calculations sheet which shows updated numbers that match the supplement.
thank you for hour attention to this matter.
Cc: ' Signe
Jeremy R. Blair, P.E.
REG.EJVTJ
DEC 15 2015

Hall, Christine
From: Hall, Christine
Sent: Tuesday, December 1S, 201S 8:34 AM
To: 'Jeremy Blair'
Subject: RE: Southport Presbyterian Church - SW8 151201
That would explain it! The 23 contour is not showing up on any of the plan sheets. If you can get me the updated pages,
that would be great.
Thanks,
Christine
Christine (Nelson) Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources-State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
Nothing Compares,.-
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From:Jeremy Blair [mailto:[e-mail]
Sent: Monday, December 14, 2015 4:56 PM
To: Hall, Christine <[e-mail]>
Subject: RE:Southport Presbyterian Church -SW8 1S1201
Christine,
We reviewed the plans submitted against our design files in CAD and it appears that the existing 23' contour in the
vicinity of the infiltration basin was lost in the set that we printed for the submittal. Please see the attached drawing
that shows the 23' contour. For comparison, you can see this 23' contour in the figure that was included in the report
from ECS.
Also, it appears that there were some minor fine tuning in the talcs when we finalized the supplement form, but those
talcs did not get reprinted for the submittal. Please see the attached talcs which match the supplement form.
If you find this information to be satisfactory, I will have hard copies sent over first thing tomorrow.
Thanks.
Jeremy R. Blair. PE
1

=Paramounte Engineering. Inc. 1 591 1 Oleander Drive. Suite 201 1 Wilmington_NC 28403
Office: [phone] Fax: [phone] www.pararnoun(e-eng.com
From: Hall, Christine [mailto:Christine.Hall(dncdenr.gov]
Sent: Monday, December 14, 2015 1:06 PM
To: Jeremy Blair
Subject: Southport Presbyterian Church - SW8 151201
Jeremy,
Can you please provide a bit more details on how you came up with a SHWT elevation of 17.83 ft? I see in the soils
report that the depth is 62 inches and in looking at the existing contours,the elevation in that area is approximately 24
ft. Based on this, it appears that the SHWT elevation is 18.83 ft. (24 ft—62 in/12 = 18.83 ft)
Also, there appear to be a few small typos/inconsistencies between the surface areas presented in the calculations and
the supplement. Can you double check they are consistent?
I was hoping these could be addressed easily enough that I don't need to write a full blown request for additional
information. If I need to, I can. Please let me know if you have any questions or concerns
Thanks!
Christine
Christine (Nelson) Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
Christine.hall(a)ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
-'%"Nothing Compares...�.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
2

Hall, Christine
From: Jeremy Blair <[e-mail]>
Sent: Monday, December 14, 2015 1:37 PM
To: Hall, Christine
Subject: Re: Southport Presbyterian Church - SW8 151201
Attachments: image003.png
I will look into this right away. Hopefully we can get you what you need without the need for an add info letter.
Thanks
Jeremy
Sent from my iPhone
On Dec 14, 2015, at 1:05 PM, Hall, Christine<[e-mail]>wrote:
Jeremy,
Can you please provide a bit more details on how you came up with a SHWT elevation of 17.83 ft? I see
in the soils report that the depth is 62 inches and in looking at the existing contours, the elevation in
that area is approximately 24 ft. Based on this, it appears that the SHWT elevation is 18.83 ft. (24 ft-
62 in/12 = 18.83 ft)
Also,there appear to be a few small typos/inconsistencies between the surface areas presented in the
calculations and the supplement. Can you double check they are consistent?
I was hoping these could be addressed easily enough that I don't need to write a full blown request for
additional information. If I need to, I can. Please let me know if you have any questions or concerns
Thanks!
Christine
Christine (Nelson) Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall(o)ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Nothing Compares. ti. .
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
1

DEMLR USE ONLY
"cei ed .Fee Pa i Permit Number
J r
Applicab les: ❑ Coastal SW - 95 ❑ Coastal SW- 2008 ❑ Ph II-Post Construction
(select all that apply) ❑ Non-Coastal SW-HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied far use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name-should be consistent with project name on plans,
specifications, letters,operation and maintenance agreements,etc.):
Southport Presbyterian Church Expansion
2. Location of Project(street address):
1025 E. Moore Street
City:Southport County:13runswick Zip:28461
3. Directions to project(from nearest major intersection):
Take Highway 87 from US Hwy 17 towards Southport and make a left onto Hwy 211 towards Southport.
Proceed along Hwy 211 and make a left onto E. Moore Street(Hwy 211),site is located approximately
1 mile on the left.
4. Latitude:33°55' 43.63" N Longitude:78°00' 30.88" W of the main entrance to the project.
11. PERMIT INFORMATION:
1.a.Specify whether project is(check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tReneraals with modifications also requires SINU-102-Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date(if known) ,and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* 'provide a designer's certification
2. Specify the type of project(check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4.a.Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control: 3.0 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: httl2://12ortal.ncdenr.org/Web/ir/ruies-andT
EiVE
09 2015
FomrW SU-101 Version Oct. 31.2013 Page ] of 6 BY.

Ill. CONTACT INFORMATION
1.a.Print Applicant/ Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual,etc. who owns the project):
Applicant/Organization:Southport Presbyterian Church
Signing Official &Title:Michael Hill, VP
b.Contact information for person listed in item la above:
Street Address:1025 E. Moore Street
City:Southport State:NC Zip:28461
Mailing Address(if applicable):
City: State: Zip:
Phone: (910 ) 457-6811 Fax: ( )
Email:
c.Please check the appropriate box.The applicant listed above is:
® The property owner(Skip to Contact Information, item 3a)
❑ Lessee*(Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑Developer* (Complete Contact Information, item 2a and 2b below.)
2.a.Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official&Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address(if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3.a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official&Title: �-'N 7 p7 .t
b.Contact information for person listed in item 3a above: DEC .0 9 2015
Mailing Address:
City: State: BY�bip:----
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits: City of Southport
Point of Contact Wayne Strickland .Phone #: (910 ) 457-7925
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

Iv, PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Stormwater runoff for all proposed and existing impervious surfaces will be treated in an infiltration basin.
2.a.If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights,identify the regulation(s) the project has been designed in accordance with:
❑Coastal SW-1995 ❑ Ph II-Post Construction
3. Stormwater runoff from this project drains to the Cave Fear River basin.
4. Total Property Area: 3.06 acres 5. Total Coastal Wetlands Area:0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area(4)-Total Coastal Wetlands Area (5) -Total Surface Water Area (6)=Total Project
Area':3.06 acres
Total project area shall be calculated to exclude the followin the normal pool of impounded structures, the area
between the batiks of streants and rivers, the area below the Normal High Water(NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward front the NHW(or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non-coastal wetlands landward of the NHW(orMHW) li)ieway
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area/ Total Project Area) X 100 =62.0 %
9. How many drainage areas does the project have?l (For high densititi, count 1 for each proposed engineered
stornnoater BMP. For low densihj and other projects, use 1 for the whole properhJ area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project,attach an additional sheet with the information for each area
provided in the same format as below.
Basin'Inforniation , " Draina e Area 7. Drainage Area,
'. Drainage Area_. Drama e.Atea."
Receiving Stream Name Southport Restrc k6
Area
Stream Class * SC
Stream Index Number* 18-88-3.5
Total Drainage Area (so 133,415
On-site Drainage Area (so 133,415
Off-site Drainage Area(so 0
Proposed Impervious Area** (so 82,764
Impervious Area** total 62.0
Impervious**Surface Area Drainage Area 1 Drainage Area Drainage Area Drainage Area
On-site Buildings/Lots(sf) 9,185
On-site Streets (so
On-site Parking (so 53,010
On-site Sidewalks (so 7,397
Other on-site (so
Future(so 6,060
Off-site (so
Existing BUA*** (sf) 7,112
Total (sf): 82,764 , ,
Stream Class and Index Number call be determined at: htt). �ortal.nc(leur.or wcb t) 's esu I ssi ications
+* n n nner b),
Irupervious urea is defined ns the built uyon wren including, but rat limited to, buildiu sh,;ror dsidewalks, gravel areas, etc.
BY:
Form SWU-101 Version Oct. 31. 2013 Pale 3 of

***Report only that annotnt of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off-site impervious area listed above determined? Provide documentation. N/A
Proiects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that vial+be subject to more stringent stormwater requirements as per 15A NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from lit!p://portal.ncdenr,org/web/wq/ws/su/bnil2-maiival.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at ham:/it portal.ncdennorg/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided bV initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdennorg/web/wq/ws/su/statesw/forms_docs.
I Is
1. Original anti one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants KA
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed,signed and dated) and O&M
agreement(s)for each BMP.
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius the map.
7. Sealed,signed
and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed,signed, & dated),including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters,and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers,and the MI IW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings &distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours,spot elevations, finished Floor elevations.,`p''t�` -
1. Details of roads, drainage features,collection systems,and stormwater control measures:.
m. Wetlands delineated,or a note on the plans that none exist. (Must be delineated l�y a1tG 0 9 26'1*
qualified person. Provide documentation of qualifications and identify the persvon who L
made the determination on the plans. BY:�_
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

n. Existing drainage (including off-site), drainage casements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SH WT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type,expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schednde a site visit for DEMLR to verrfij the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 359 Page No:360
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la,2a,and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporatioiis/CSearch.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number,lot size, and the allowable built-upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://12ortaI.ncdenr.org/web/ir/state-stormwater-
forms dots. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below,the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR,and that they will be recorded prior to the sale of any lot.
VILL CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer:ieremy R. Blair,PE
Consulting Firm: Paramounte Engineering,Inc.
Mailing Address:5911 Oleander Drive,Suite 201
City:Wilmington State:NC Zip:28403
Phone: (910 1 791-6707 Fax: (910 ) 791-6760
Emaii:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Cott tact Information, itent 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1n) with (print or type name of organization listed in
Contact Information, itent la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
DEC 0 9 205 1
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6
BY:

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent(entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to$25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
I, a Notary Public for the State of County of
do hereby certify that personally appeared
before me this_day of ,and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or hype name of person lister!in Contact information, item la) Michael Hill
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2F1 .1000 and any other applicable state stormwater requirements.
Signature: /'t t c '0 1/i r /j -V Dater I- �— ?2
1,6,2yk-cw- . I . Mt;,X a Notary Public for the State of Ca,-UC^A ,County of
tyunl1U, rAc ,do hereby certify that_', CkAfEk dill personally appeared
before me this Sy day of iktsh nsZ , 2JLS , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
,, "0111m1>,,,r '
,a%% N/ �'' SEAL
e O NOTARY 5<
a m PUBLIC
=��G �V` My commission expires as 10, Is,
Ut=C 0 9 201151
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

LMG
LAND MANAGEM ENT GROUP we
Environmental Consultants
May 20, 2015
TO: Ms.Allison Engebretson
Paramounte Engineering, Inc.
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
RE: Section 404 Wetland Delineation—Southport Presbyterian Church(Brunswick County, NC)
Dear Ms. Engebretson:
Per your direction, Land Management Group, Inc. (LMG) conducted a Section 404 wetland delineation of the
approximately 3.06 acre parcel located at the intersection of Stuart Ave. and East Moore St. in Southport, Brunswick
County, NC. Our work included an assessment of available maps (county soil survey, USGS topographic
quadrangle, etc.) and aerial photographs. LMG staff visited the site on May 19, 2015. Our on-site evaluations
included assessments of the three parameters (soils, hydrology, and vegetation) that identify the limits of
jurisdictional wetlands as defined in the 2010 Regional Supplement to the Corps of Engineers (COE) Wetland
Delineation Manual: Atlantic and Gulf Coastal Plain Region (Version 2.0). The following is a summary of our
findings.
Based upon observations noted at the time of our field evaluation, it is our opinion that no jurisdictional wetlands
occur on the site. The site consists of well-drained, sandy soils that are characteristic of uplands. Dominant
vegetation includes species such as longleaf pine (Pinus palustris) and live oak (Quercus virginiana) which are
typically not found in wetlands. No hydrology indicators were observed on the site.
Per current COE guidance, drainage ditches with an Ordinary High Water Mark (OHWM) may be considered
jurisdictional as Relatively Permanent Waters(RPW)of the U.S. No drainage ditches were observed on this site.
Please refer to the attached map depicting the parcel that was delineated. Please note that our findings represent
our professional opinion of the absence of jurisdictional wetlands and waters. Only the COE can issue an official
Jurisdictional Determination(JD)that identifies the specific limits of jurisdictional wetlands and waters.
I hope this information is of assistance for your work. I may be reached either by phone at 910.452.0001 or by email
at cnovak(cblmgroup.net should you have any questions. Thank you for allowing LMG the opportunity to assist you
with this evaluation.
Sincerely,
Corey S.Novak'
dso-A:gA,'.roam'
Corey Novak �.
Environmental Scientist DEC 9 N1
6 �
encl. BY:
www.Imgroup.net• infoa.lmgroup.net• Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave.,Suite 15, Wilmington, NC 28403

—TE This is not a survey. All boundaries and distances are considered approximate.
s r tj a representsis . • - prepared r •d r • and approval by
the US Army Corps of Engineers is recommended prior to specific site planning,
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.• 2010 „ 11
4SouthportPresbyterian
Brunswick County, NC • r Preliminary•
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May 2015 3805
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i

1
Southport Presbyterian Church Expansion
Brunswick County, North Carolina
DESIGN AND STORMWATER NARRATIVE
Prepared for:
Southport Presbyterian Church
1025 E. Moore Street
Southport, NC 28461 - -�
DEC 0 9 265
BY:
Prepared by:
PA-a.AM ®urTTE
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
Project #15230.PE SEq� sr
'�— 028852
m I �
December 2015
•'• '�Y RR 88 ��i
0

Southport Presbyterian Church Expansion
Brunswick County, North Carolina
Project #15230.PE
Table of Contents
Design Narrative
Design Method
Results
Maintenance
Erosion and Sedimentation Control Specification
PART1 - GENERAL
PART 2- PRODUCTS
PART 3 - EXECUTION
PART 4 - CONSTRUCTION PHASE
PART 5-SEDIMENT CONTROL FEATURES
Reference Data
Calculations
Page

Southport Presbyterian Church Expansion
Brunswick County, North Carolina
DESIGN NARRATIVE
Southport Presbyterian Church is proposing the construction of a new 9,165sf building for
administrative offices, fellowship hall, restrooms, and class rooms at its existing location in
Southport, NC. The site is located at the intersection of East Moore Street (NC 211) and Stuart
Avenue. The proposed expansion site will consist of proposed building, associated parking,
sidewalks and garden areas. The site is currently partially cleared and stabilized.
The project is within a drainage basin that drains to Southport Restricted Area (SC). The
stormwater will be conveyed through a storm drainage system and treated in an infiltration
basin per high density design criteria. In conjunction with this, the storm drainage system and
infiltration basin will be designed to meet the City of Southport Storm Water Ordinance. The
infiltration basin has been designed to have a post-development discharge rate less than or
equal to the pre-development discharge rate for the 1-year through 25-year Type III 24-Hour
storms.
The bottom of the infiltration basin has been set a minimum of 2-feet above the seasonal high
water table (SHWT) as per the Report of Subsurface Exploration and Geotechnical Engineering
Analysis completed by ECS Carolinas, LLP for Southport Presbyterian Church. The infiltration
rate that was report by ECS was 17.0 in/hr., however; we used half that rate for determining the
draw down rate.
All permit applications for the whole development have been submitted to the necessary
agency for review and approval.
DESIGN METHOD
Hydrologic calculations have been performed utilizing HydroCAD version 10.0 software which employs
the USDA SCS Method. The SCS (Standard 484) Type III 24-Hour storm curve distribution was utilized.
Precipitation data was taken from the NOAA Precipitation Frequency Data Server. Curve Number(CN) and
Time of Concentration (Tc) calculations have been performed in accordance with the USDA TR-55
manual. The minimum 5 minute Tc applies to the Post-Development condition.
Hydrologic Soil Group Classifications have been taken from the USDA Web Soil Survey; the project site is
made up of Wando fine sand (Wo) with a soils classification of A.

RESULTS
The proposed development meets both the State's Stormwater Quality and the City's Stormwater
Quantity requirements.
Storm Pre-Dev Post-Dev BMP MAX WSEI
(W/BMP)
2-Year 0.04 cfs 0 cfs 20.74'
10-Year 0.97 cfs 0 cfs 21.95'
25-Year 2.62 cfs 0 cfs 22.84'
100-Year 7.21 cfs 14.06 cfs 23.40'
MAINTENANCE
Contractors shall be responsible for periodic inspection and maintenance of all indicated erosion control
devices in accordance with the plans and specifications. In addition, inspection and any necessary
maintenance will be required immediately following any significant storm event. Any erosion control
measure that fails to function as intended shall be repaired immediately. Upon completion of
construction and the establishment of stabilized ground cover, the property owner shall be responsible
for any ongoing site maintenance.

EROSION AND SEDIMENTATION CONTROL SPECIFICATION
PART1 -GENERAL
1.1 RELATED DOCUMENT
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2 WORK INCLUDED
A. Contractor shall take every reasonable precaution throughout construction to prevent the
erosion of soil and the sedimentation of streams, lakes, reservoirs, other water impoundments,
ground surfaces, or other property as required by State and Local regulations.
B. Contractor shall, upon suspension or completion of land-disturbing activities, provide
protection covering for disturbed areas. Permanent vegetation shall be established at the earliest
practicable time. Temporary and permanent erosion control measures shall be coordinated to
assure economical, effective, and continuous erosion and sediment control throughout the
construction and post construction period.
1.3 RELATED SECTIONS
A. Related Sections—The following Sections contain requirements that relate to this Section:
1. 01011 —Existing Underground Utilities
2. 01015—Special Conditions for this Contract
3. 01070—Shop Drawings, Project Data &Samples
4. 02200—Earthwork, Excavation Trenching, and Backfilling
5. 02230—Site Clearing
6. 02240—Dewatering
7. 02485—Seeding General Areas
1.4 REGULATORY REQUIREMENTS
A. Contractor shall be responsible for prevention of damage to properties outside the construction
limits from siltation due to construction of the project. The Contractor will assume all
responsibilities to the affected property owners for correction of damages that may occur.
Erosion control measures shall be performed by the Contractor, conforming to the requirements
Of, and in accordance with plans approved by applicable state and local agencies and as per the
erosion control portion of the construction drawings and these specifications. The Contractor
shall not allow mud and debris to accumulate in the streets. Should the Contractor pump water
from trenches during construction, appropriate siltation preventative measures shall be taken
prior to discharge of pumped water into any storm drain or stream.

PART 2-PRODUCTS
2.1 Open mesh biodegradable mulching cloth.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground 1 limestone containing not less than 10 percent
magnesium oxide.
2.4 Phosphate shall be 20 percent super phosphate or equivalent.
2.5 Provide grass seed mixture as shown on the plans.
2.6 Silt fence shall consist of non-biodegradable filter fabric (Trevira, Mirafi, etc.) wired to
galvanized wire mesh fencing and supported by wood or metal posts.
2.7 NCDOT Class B stone for erosion control.
PART 3-EXECUTION
3.1 CLEARING
A. Clearing and grubbing shall be scheduled and performed in such a manner that subsequent
grading operation and erosion control practices can follow immediately thereafter. Excavation,
borrow, and embankment operations will be conducted such that continuous operation. All
construction areas not otherwise protected shall be planted with permanent vegetative cover
within 15 working days after completion of active construction. All slopes shall be planted
within 21 calendar days after completion of such activity.
3.2 STABILIZING
A. The angle for graded slopes and fills shall be no greater than the angle that can be retained by
vegetative cover or other adequate erosion control devices or structures. All disturbed areas not
to be paved and left exposed will, within 14 calendar days of completion of any phase of
grading, be planted or otherwise provided with either temporary or permanent ground cover,
devices, or structures sufficient to restrain erosion. All slopes steeper than 3:1 shall be be
planted or otherwise provided with either temporary or permanent ground cover, devices, or
structures sufficient to restrain erosion within 7 calendar days.
3.3 REGULATORY REQUIREMENTS
A. Whenever land disturbing activity is undertaken on a tract, a ground cover sufficient to restrain
erosion must be planted or otherwise provided within 14 calendar days on that portion of the
tract upon which further active construction is to being undertaken.
B. If any earthwork is to be suspended for any reason whatsoever for longer than 14 calendar
days, the areas involved shall be seeded with vegetative cover or otherwise protected against
excessive erosion during the suspension period. Suspension of work in any area of operation
does not relieve the Contractor of the responsibility for the control of erosion in that area.

PART 4- CONSTRUCTION PHASE
4.1 PRACTICES
A. Avoid dumping soil or sediment into any streambed or watercourse. Backfill for stream
crossings shall be placed dry and compacted to minimize siltation of the watercourse, where
applicable.
B. Maintain an undisturbed vegetative buffer where possible between a natural watercourse and
trenching and grading operations.
C. Avoid equipment crossings of streams, creeks, and ditches where practicable.
PART 5-SEDIMENT CONTROL FEATURES
5.1 GENERAL
A. All devices (silt fences, retention areas, etc.), for sediment control shall be constructed at the
locations indicated prior to beginning excavation on the site. All devices shall be properly
maintained in place until a structure or paving makes the device unnecessary or until directed
to permanently remove the device.
5.2 DESIGN APPLICATIONS
A. Mulch shall be used for temporary stabilization of areas subject to excessive erosion, and for
protection of seed beds after planting where required.
1. Jute, mesh, etc. should be installed as per manufacturer's instructions.
B. Silt fences shall be used at the base of slopes and in drainage swales to restrict movement of
sediment from the site.
C. Riprap shall be used at the proposed outfall pipes as indicated on plans.
D. Establish vegetative cover on all unpaved areas disturbed by the work.
1. Preparation of Seedbed. Areas to be seeded shall be scarified a depth of 6 inches until a
firm, well-pulverized, uniform seedbed is prepared. Lime, phosphorous, and fertilizer
shall be applied during the scarification process in accordance with the following rates.
a. Lime—2 ton per acre
b. Nitrogen—100 pounds per acre
C. P205-200 pounds per acre
2. Seeding. Disturbed areas along roads and ditches shall be permanently seeded with 10-20
pounds per acre of centipede during the period from March through September. Seeding
performed during the period from April to August shall be temporarily seeded with 40
pounds per acre of German Millet.The permanent vegetative cover will be over seeded at
the earliest possible time as specified above.
3. Mulch all areas immediately after seeding. Mulch shall be applied and anchored as
specified hereinbefore.

5.3 MAINTENANCE
A. The Contractor shall be responsible for maintaining all temporary and permanent erosion
control measures in functioning order. Temporary structures shall be maintained until such
time as vegetation is firmly established and grassed areas shall be maintained until completion
of the project. Areas which fail to show a suitable stand of grass or which are damaged by
erosion shall be immediately repaired.
5.4 REMOVAL OF SEDIMENT CONTROL DEVICES
A. Near completion of the project, when directed by the Owner's agent, the Contractor shall
dismantle and remove the temporary devices used for sediment control during construction.
All erosion control devices in seeded areas shall be left in place until the grass is established.
Seed areas around devices and mulch after removing or filling temporary control devices.
END OF SECTION 02410

Hydrologic Soil Group—Brunswick County,North Carolina
Hydrologic Soil Group
Hydrologic SoilGroup—Summary by Map Unit—Brunswick County,North Carolina(NC019)
Map unit symbol Map unit name Rating Acres In AOI Percent of A01
WaB Wando fine sand,0 to 6 A 3.3 100.0%
percent slopes
Totals for Area of Interest 3.3 100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long-duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential)when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands.These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep,moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture.These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential)when
thoroughly wet. These consist chiefly of clays that have a high shrink-swell
potential, soils that have a high water table, soils that have a claypan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group(A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff., None Specified
USDA Natural Resources Web Soil Survey 12/4/2015
Conservation Service National Cooperative Soil Survey Page 3 of 4

NC DENR-DIVISON OF WATER QUALITY 20 .0300
.0311 CAPE FEAR RIVER BASIN
Class
Name of Stream Description Class Date Index No.
Fishing Creek From source to Governors SC;Sw,HQW 08/01/90 18-88-1-4-1
Creek
Snows Marsh Entire Marsh SC 08/09/81 18-88-2
Price Creek From source to Cape Fear SC;Sw 04/01/59 18-88-3
River
(Southport. Rest_ric_ted_ Aree ;Hegfnning at a point -on the, 'SC (O1%Ol_/85: �18-_86-3.5�
iwest bank of the Cape Fear; "
(River 1000 yards upstream
,of Price Creek, thence ins
, n easterly direction to•
(the eastern border of _the
iLowec Cape Fear Riveq -`
Channel, thence in a,
southwesterly direction' -
'along the eastern border of
ithe Lower Cape Fear,River;
ship channel to channel)
marker k 14 (Qk £1 14), _
Sthence to the northern edge
;of the mouth of Dutchman
'Creek, thence along the'
1western bank of the_ Ca e1
Fear River to the( —
Intxacoastal Waterwe y,��
thence north across the,
Intracoastal Waterway, to,a
ipoint on the north shore,,
'thence in a northeasterly,
(direction along the west
bank of the Cape Fear River,
,to the point of beginning.
Shelbed Creek From Muddy Slough to Cape SA;HQW O1/01/85 18-88-4
Fear River
Middle Creek From Muddy Slough to Cape SA;HQW 01/01/85 18-88-5
Fear River
Bowensville Creek From Muddy Slough to Cape SA;HQW 01/01/85 18-88-6
Fear River
Muddy Slough Entire Slough SA;HQW O1/01/85 18-88-7
The Basin Entire Basin SA;HQW 08/09/81 18-88-8-1
Buzzard Bay Entire Bay SA;HQW 08/09/81 18-88-8-2
Muddy Slough Entire Slough SA;HQW 08/09/81 18-88-8-2-1
Still Creek. From Muddy Slough to SA;HQW O8/09/81 18-88-8-2-2
Buzzard Bay
Burris Creek From Muddy Slough to SA;HQW O8/09/81 18-88-8-2-3
Buzzard Bay
Cedar Creek From Cape Fear River to SA;HQW 08/09/81 18-88-8-2-4
Buzzard Bay
Cape Creek From source to Cape Fear SA;HQW 08/09/81 18-88-8-3
River
Page 66 of 69 2013-12-09 10:45:30

I ;
�t t 359 h(il 360
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
THIS DEED, made this the 28th day of July, 19760 by and between
COASTAL SERVICES CORPORATION, a corporation duly organized and "toting
t.
under and by virtue of the lava of the State of North Carolina, with its I
principal office and place of business In Southport, North Carolina, '
party of the first part, and CRANPORD L. NOURR, HAROLD F. ALDRIDGE sod
ALDEGE A. MARTIN, SR. as Trustees for SOUTHPORT PRESBYTERIAN CHURCH,
their successors and assigns, of Southport, North Carolina, parties of
the second part: "
- 1 Y 1 i N E S S E TH
d THAT the said party of the first part, for and In co:uiderat o[
I
the cum of TEN DOLLARS AND OTHER VALUABLE CONSIDERATIONS, to !t in head
d paid by the said parties of the second pert, the receipt of>vhlch Is
phereby acknowledged, has bargained and sold, and by these presents does
f4 hereby bargain, sell and convey unto the said parties of the second
e
part, their successors and assigns, as made subject to the herelnbelw
e
' • stated provisions, that certain lead lying and being in Smirhvllls
y' `e Township, Brunswick County, North Carolina, and more particularly des-
' g cribed as follows:
'J BEGINNING at an Iron pipe in the western line of Moore Street '
(Moore Street having a width of 100 feet for the purpose of
othis description), said Iron pipe being located south 14''429
vast 209.0 feet from the intersection of the water. line of Moore
7 Street with the southern line of Stuart Avenue (Stuart Avenue
" being 60 feet In width for the purpose of this description);
thence from said beginning point north 75' 18' vest 200 feet to
,e an iron pipe; thence south 14' 42' rear 100 feet to an iron
pipe; chance south re Str18'eet;
east thence
feet to an iron,thee es the
western lino of Moore Straer, chance with and along`cha western
If.. of Moore Street north 14' 42' oast 100 feet to the place
and point of BEGINNING.
Provided, however, that this come Fence 1. expressly made
subject to the exceptions, reservations, covenant., conditions,
restrictions and eanements, if any, granted by or otherviae ,.
acquired from the party of the first part and its pradecceeore
in title to said land. ,
TO HAVE AND T'0 NOLO the above described lend, together with all
. � privileges and appurtenances thereunto belonging unto the said parries
of the second part, their successors and assigns, to their only use and
b hoof POREVRA.
_t S�
Crawford L. Rourk at at, Southport Presbyterian
Church, Southport, North Carolina
ti nr 18
i

soar 359 uct 361
AND the said party of the first part-.covenants.to and with the amid
Parties of the second part, their ameceaeoro,and assigns, that It to
ban a right to convey the "an in too
sal:ed Of the said lend !a fee and
n : .simple; that the some is Iran and clear of all aatumbrancemi and that It
does hereby warrant and will forever defend the'title to the some against
' the lawful claims of all per"" whomsoever. '
IN WITNESS WHEREOF, the said party of the first part has caused
in its corporate aama by Its President,
this Instrument to be executed
. attested by its Assistant Secretary, and its corporate meal to be hereunto
..affixed, as of the data first above written.
"`6• .4'........f COASTAL SERVICES CORPORATION
• I `t-JfT1 fCQgQRATE SEAL) q
BY t
. 0a.I'e. PRESIDYM
J:{{ ATTEST: -
� 24FSditL�
�-ASSISTANT SECRETARY
s
SPATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
WOfART PUBLIC. do_hareby
I. f71'l/i .
parsomllq appeared before ma this day
certify that L. TNONAa LISORIO .
and acknwledged that he in Assistant Secretary of COASTAL SERVICES
CORPORATION and that by authority duly given and as the set of the
corporatlaa, do foregoing Last "a signed in its corporate was
by its Preoidant, sled with its corporate seal and attested by himself
as its Assistant Secretary.
' day of July, 1076.
' Witness my hand and'notarlal oas this
r
.NOTARY PUtlLIC ;�;:`,•�;�'.+j
\:-Wue
' My Commission Expires
♦
u011
' IrrA71 OF NORTH CAROLINA,6on,awa C"MY MRRM A luENQRY SyyyAn PUBLIC
Tb ParztaW CenlOmt(O Of
♦ 4. ..
i (bJ(ue)x,ufwd to be car
22nd d of SFPIT71RQt 197.�aI 4 44 otwct�.
• Ramdd Ut' Y Ashur W.p w,Reyrt
�oa+�l

g00K 359 IAu 362 , ..
STATE or NORTH CAROLINA .
COUNIT OF BRUNSWICK
THIS DEED, =do this the'2Bth day.of ]ulq, 1976, by and between
NCORPORATION, a corporation duly organised and exisCiag
COASTAL SERVICES
under and by virtue of the laws of the State of North Carolina, with Its I .
principal office and place of business in Southport, North Carolina,
party of the first part, and CRAWFORD L. ROVER, HAROLD P. ALDRIDGE and
7 ALDEGg A. MARTINS BE, as Trustees for SOU'IhPORT PRESBYTERIAN CHURCH,
their *successors and assigns, of Southport, North Carolina, parties of
�I the second parts
W I T N R S 9 E T H
.d THAT the said party of the first part. far and in consideration of '
i
the am of TEN DOLLARS AND OTHER VALUABLE CONSIDERATIONS, Co SC in hand
paid by the said parties of the Second par[, the receipt of'which is
hereby acknowledged, has bargained and sold, and by these presents does
n hereby bargain, sell and convey unto the said parties of the second Q
npart, their successors and assigns, ea made subject: to the harelnbelov
stated provisions, that certain land Lying and being In Sml thvllle ,
Township, Brunswick County, North Carolina, and more particularly described
as follows:
E BEGINNING at an iron pipe in the Southeastern corner of the
9 Presbyterian Church Lot in the western edge of Moore Street;
u said iron pipe being located north 14' 42' Beat 200 feet to fhe
a intersection of the western line of )[core Street with
hntthe
end atheto .. '
S line of Stuart Avenue; thence from said beginning p 1
it parallel with Stuart Avenue north 66' 45' west 202.24 feet to i
an iron pipe; thence south 14' 42' wear 39.11 feet to an iron
a the
et t
�I Moore Street;*scurb thenee5wlCh' ca eeidt tees[nsrth 14' 42'teastern l9 10 f .
feet to the point of BEGINNING,
II provided, however, that this conveyance is expressly made
subject to the exceptions, reservations, covenants, cond lctona,
�� an if or otherwiao
restrictions and msements, Y, B ranted b y
I pa[C and its predecessors
acquired from the party of the first
in title to amid land. '
TO HAVE AND TO HOLD the above described land. CoSe chef with all
privileges and appurtenances thereunto belonging unto the said parties
(�
� Ito choir only use and
,
1: of the second part. their successors and assigns, Y �
behoof FOREVER.
f
Crawford L. Raurk at al, Southport Presbyterian
DO�'p�1tN Church, Southport, North Carolina

som 359 !Au 363
AND the Said party of the first part covenants to and with the amid
' parties of the second part, that, succeesoro and aaeisna, that It to
seized of the said laud in fee and has.a right to convey the'saae Is fee
simple{ that the some is free and clear of all encumbrances. and that it j
does hereby warrant and will forever defend the title to the some against
the lawful claims of all persons whomsoever. "
i
IN WITNESS WHEREOF, the said party of the first part has caused
i
this instrument to be executed in Its corporate name by its President,
attested by Its Assiatant Secretary, and its corporate deal to be hereunto
affixed, as of the date first above Witten.
COASTAL SERVICES CORPORATION
cud .... .
Jil(CORY�D}UTE SEAL)
Bys !�._. &
. •.. •:.::'� ,. ...'PRESIDENT
. ASS ANT SEC 'SNL ARY
e �
STATE OF NORTH CAROLINA
3 :COUNTY OF BRUNSWICK
I
a nA 1/ I
nlllvrc:_ .. 77rC1(Y7HIr(7" , NOTARY PUBLIC, do hereby' .
certify that L. THOMAS LIBORIO personally appeared before me this day
and acknwrledged that he Se Assistant Secretary of COASTAL SERVICES
CORPORATION and that by authority duly given and as the act of the
corporation, the foregoing Instrument we signed in Its corporate name
by its President„ scaled with its corporate seal and attested by himself.,
as its Assistant Secretary.
Witness my hand and notarial seal, this a day of July, 1976. j
. NOTARY PUBLIC '. :'. ..` ••''•.::V
I0 .T 1
II My /Commission Expires: •��y7`9ea aa—
Yet,
.. '� STATE OF NORTH CAROL{NA,Brwn[Mdr Courrry '
The Pmeeolry Cenigp[e(n)of Corrine A. Nsrthn-.tt, Motes s..♦[[..
• I
'R«aeded lbh 17ea dfyof eppt 197-4-a: A,,41 o'cl«t_pJl.
A[nhur W. os,Raw,of Deed

REPORT OF SUBSURFACE EXPLORATION AND
GEOTECHNICAL ENGINEERING ANALYSIS
SOUTHPORT PRESBYTERIAN CHURCH
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
PREPARED FOR:
MR. JOHN URBAN
URBAN DESIGN
P.O. BOX 10537
WILMINGTON, NORTH CAROLINA 28404
PREPARED BY:
M
ECS CAROLINAS, LLP
6714 NETHERLANDS DRIVE
WILMINGTON, NORTH CAROLINA 28405
ECS CAROLINAS, LLP
PROJECT NO.: 22.23197
FIRM NO. F-1078
WINSLOW E. GOINS, P.E.
p ..Iii T.• =
NC LICENSE NO. 033751
SEPTEMBER 11, 2016

Report of Subsurface Exploration and Geotechnical Engineering Analysis
Southport Presbyterian Church
Southport, Brunswick County, North Carolina
ECS Project No.: 22.23197
Hand Auger Borings: Minimal to approximately 4 inches of topsoil and rootmat were reported
at the boring locations. From the surface to a depth of approximately 4 feet, the borings
typically encountered intermittent layers of clayey and clean sands (SC, SP).
The descriptions provided in this section are a general summary of the subsurface conditions
encountered within the borings. The Hand Auger Boring Logs in Appendix C contain detailed
information recorded at the boring locations.
4.4 Groundwater Conditions
Groundwater measurements were made at the sounding locations during exploration. The
groundwater depths ranged from about 10.0 to 12.0 feet below existing grades at the time of
the exploration. Groundwater was not encountered in the hand auger borings at the time of
the exploration.
The highest groundwater observations are normally encountered in the late winter and early
spring. Variations in the location of the long-term water table may occur as a result of changes
in precipitation, evaporation, surface water runoff, and other factors not immediately apparent
at the time of this exploration. If long term water levels are crucial to the development of this
site, it would be prudent to verify water levels with the use of perforated pipes or piezometers.
4.5 Seasonal High Water Table and Infiltration Test Results
On September 10, 2015, ECS conducted an exploration of the subsurface soil and
groundwater conditions at the two requested locations shown on the attached Exploration
Location Diagram. The purpose of this exploration was to obtain subsurface information of the
in-place soils for the proposed stormwater BMP area. ECS explored the subsurface soil
conditions by advancing two hand auger borings into the existing ground surface at the
requested locations. ECS visually classified the subsurface soils and obtained representative
samples of each soil type encountered. ECS also recorded the SHWr elevation observed at
the time of the hand auger borings.
ECS has conducted two infiltration tests utilizing a compact constant head permeameter within
the hand auger borings in order to estimate the infiltration rate for the subsurface soils.
Infiltration tests are typically conducted at two feet above the SHWT or in the most restrictive
soil horizon encountered. These tests were conducted and calculated up to 30 minute
intervals.
The results from seasonal high water table estimates and infiltration tests performed in the
hand auger borings are summarized in the following table:
Infiltration
SHWT Infiltration Test Rate
Location in Depth in inlhr
1-1 62 38 17
1-2 40 24 8
For more detailed information, please see the infiltration testing form included in Appendix D of
this report.
6

_ ( ._....e._.-. i`•.---�..r RY111.;11. ,u .-.--�.R.�._.�.:• l��l...,e.}L'.-...�.-...., V
war�at[a n vvwmiLfnortr �'-1 _ ( /f L)
_ _ _
01
-„ A-1
0111
C-3j
..7 LIT 1_II3 _
i-.j o
_S-L A a.
-5 S-1
rIy.` r'..
a
4 O'
DENOTES APPROXIMATE DENOTES APPROXIMATE LOCATION
LOCATION OF CPT OF SOIL TEST BORING WITH
SOUNDING KESSLER DCP
DENOTES APPROXIMATE LOCATION OF
SOIL TEST BORING WITH INFILTRATION
TEST
ENGINEER DRAF ING
SOUTHPORT weG FMw
EXPLORATION PRESBYTERIAN CHURCH SCALE FIGURE
LOCATION DIAGRAM " ` FRNOEOT S 22.23197
_ Southport, North Carolina DATE 9r11,2015

Project Name: Southport Presbyterian Church
Client: Southport Presbyterian Church PARA MOUNTE-1
Project Number: 15230.PE
Prepared By: DJF
Date: 1214/15
Basin: DA #1 [POST] Drainage area= 3.06 acres = 0.005 mil
Area Calculations
Land Use Area (Ac.) % of Basin
Buildings 0.35
Pavement 1.22
Sidewalks 0.19
Misc. 0.00
Future 0.14
Impervious (Total) = 1.90 62.0%
Open Space - Good 1.11 36.2%
Stilling Basin Pool - Pervious 0.05 1.8%
Sum: 3.06 100.0%

Project Name: Southport Presbyterian Church Client: Southport Presbyterian Church PARAMO UNTE
Project Number: 15230.PE
Prepared By: DJF
Date: 12/14/15
Infiltration Basin #1
Soils Information:
Soil Type = Wando Fine Sand
SHWL = 17.83 El.
Infiltration Rate = 17.0 In/Hr
Stormwater Quality Requirement:
Drainage Area to System = 3.06 Ac.
Impervious Area = 1.90 Ac.
Impervious 62.04
Runoff Coefficent (Rv) = 0.608 in/in
Req. 1.5" Runoff Volume = 10,145 cf
Volume Provided = 25,807 cf >2.5 times (removes veg filter and offline bypas
Elevation @ Volume Provided = 22.90 EL. Primary Outlet Device
Surface Area @ Volume Provided= 9,220 sf
Draw Down Analysis:
Bottom Infiltration Area 5,467 sf
Bottom Elevation of Pond 19.85 ft
Draw Down Time = 0.28 days (At 1/2 Infiltration Rate)
CONTOUR CONTOUR AREA INCR. ACCUM.
VOLUME VOLUME
[sq ft] [cu ft] [cu ft]
19.85 7,710 0 0
20.0 7,782 1,162 1,162
21.0 8,266 8,024 9,186
22.0 8,761 8,514 17,699
23.0 9,270 9,016 26,715
24.0 9,792 9,531 36,246
24.5 10,059 4,963 41,209
pu•Pn �
SEAL
028852
DEC 15 285
By:------�

PARAMOUNTE
E N G 1 N E E R I
5 9 1 1 O L E A N D E R D R I V E S U I T E 2 0 1
W I L NII N G T O N N C 2 8 4 0 3
9 1 0 - 7 9 1 - 6 7 0 7 ( O ) 9 1 0 - 7 9 1 - 6 7 6 0 ( F )
L E T T E R O F T R A N S M I T T A L
To: NCDENR Date 12/8/15
127 Cardinal Drive Ext.
Wilmington, NC 28403 Re: Southport Presbyterian Church
Attn: Project No. I 15230.PE
e are sendin ® Originals ® Prints ❑ Shop Drawings ® Calculations
he following items: ❑ Correspondence ® Plans ❑ Specifications ® Other as listed below
Quantity Date Dwg.No. Description
2 12/7/15 24"x 36"Design Documents
2 12/8/15 Form SWU-101 (1 original, 1 copy)
1 12/4/15 Form SW-401 (Infiltration Basin Supplement)
1 12/8/15 Operation&Maintenance Agreement
1 Check #q%ffor stormwater application fee ($4,000)
1 12/7/15 Stormwater Narrative&Calculations
1 12/8/15 Financial Responsibility/Ownership Form
1 12/7/15 Erosion Control Narrative&Calculations
1 Check f£or erosion control application fee($195)
ssue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
etion Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend &Resubmit
❑ Rejected -See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
Cc: Signed*Jemy
. Blair, P

Hall, Christine
From: Jeremy Blair <[e-mail]>
Sent: Tuesday, December 08, 2015 2:48 PM
To: Hall, Christine
Cc: Hall, Rhonda
Subject: RE: Southport Presbyterian Church - Wetlands
Thanks. I will take care of it.
Jeremy R. Blair, PE
Paramounte Engineering, Inc. 5911 Oleander Drive, Suite 201 1 Wilmington. NC 28403
Office: [phone] 1 Fax: [phone] www.paramounte-en�,,.com
From: Hall, Christine [mailto:[e-mail]]
Sent: Tuesday, December 08, 2015 2:21 PM
To: Jeremy Blair
Cc: Hall, Rhonda
Subject: RE: Southport Presbyterian Church - Wetlands
Jeremy,
Thanks for the documentation; however the note must also be in the plans somewhere (to satisfy .1003(g)(5)]. If you
can update the notes sheet,that would be great. I know Rhonda also usually looks for this note as well.
Thanks,
Christine
Christine (Nelson) Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall(.ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Nothing Compares.,.,.-
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From:Jeremy Blair (mailto:[e-mail]]
Sent:Tuesday, December 08, 2015 1:55 PM
To: Hall, Christine<[e-mail]>
Subject: Southport Presbyterian Church -Wetlands
Christine,
1

Please find the attached letter and sketch from Land Management Group regarding the absence of wetlands on the
site. Upon further review of the plans, I did not include a note stating that "No Wetlands Exist On Site". Will the
attached letter serve as suitable documentation for your file or do you need me to revise the notes sheet to include this
note? If so,just let me know and I will bring it to you,along with the second set of plans, by the end of the day.
Thank you.
Jeremy R. Blair, PE
Paramounte Engineering, Inc. 15911 Oleander Drive, Suite 201 Wilmington,NC 28403
Office: [phone] 1 Fax: [phone] www.paramounte-eng.com
2

DARAMOUNTE
E N G I N E E F2 i N G , I N C.
5 9 1 1 G L E A N D E R D R I V E S U I T E 2 0 1
W I I. M I N G T O N N C 2 8 4 0 3
9 1 0 - 7 9 1 - 6 7 0 7 ( O ) 9 1 0 - 7 9 1 - 6 7 6 0 ( F )
L E T T E R O F T R A N S M I T T A L
To: NCDENR Date 12/8/15
127 Cardinal Drive Ext.
Wilmington, NC 28403 Re: Southport Presbyterian Church
Attn: Christine Hall Project No. I 15230.PE
e are sendin ® Originals ® Prints ❑ Shop Drawings ® Calculations
he following items: ❑ Correspondence ® Plans ❑ Specifications ® Other as listed below
Quantity Date Dwg.No. Description
1 12/7/15 Full Set 24"x 36" Design Documents
1 12/7/15 Slit C-1.0 Revised General Notes,Incl. "wetland"note,to be inserted into set
Issue Status: ® For Approval ❑ As Requested ❑ Construction ❑Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑Seee Remarks
crion Taken: ❑ No Pxceptions Taken ❑ Make Corrections Noted ❑ Am d&Resubmit
V'70
❑ Rejected-See Remarks El :\pproved as Submitled ❑ Other a 8 DEC 0 8 2015
emarks:
Please see General Note#8 on the revised Sheet C-1.0 for indication that "no wetlands exist on the site".
'111ank vou. -
DEC
Cc: Signed:
J emy . Blair, P E.

Robert Balland
From: Allison Engebretson
Sent: Monday, December 07, 2015 11:40 AM
To: Robert Balland
Subject: Fwd: Authorized church board members
Not sure if we need to update DENR permits based on Ann's email...
Allison
Sent from my iPhone
Begin forwarded message:
From: Ann Jahnes <a.jahnesnsouthportpresbyterian.com>
Date: December 7, 2015 at 10:28:02 AM EST
To: Allison Engebretson <AEngebretson«paramounte-eng.com>
Subject: Re: Authorized church board members
Allison,
These are the officers of the Board of Trustees for Southport Presbyterian Church, Inc.
Donald Hazelton, President 3851 Members Club Drive, Southport NC
28461 [e-mail]
Michael Hill, Vice-President 2824 Fairway Village Drive, Southport NC 28461
[e-mail]
Anna Amato, Secretary 3950 Pepperberry Lane, Southport NC 28461
[e-mail]
Marilyn Whitford, Treasurer 3040 Irwin Drive, Southport NC 28461 [e-mail]
Thank you for you work,
Ann
i

L'Y From:Allison Engebretson<[e-mail]>
Sent:Thursday, December 3, 2015 4:54 PM
To:Ann Jahnes
Subject:Authorized church board members
Ann,
You were kind enough to give me Mike Hill and Don Hazelton's contact information for the zoning
compliance submittal. Continuing in the permitting of the project, we will need additional signatures
from authorized church members. I am presuming that we will have Mike sign this document again
since he was the person signing the zoning compliance form. Could you tell me the official title of Mike
Hill for the state stormwater and erosion control permit paperwork. Is he vice president of Southport
Presbyterian Church Board of Directors? We will get the paperwork together and contact Mike for his
signature.
Thanks,
Allison
Allison Engebretson, RLA
Paramounte Engineering, Inc
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
o: 910.791.6707
c: 910.620.7262
f: 910.791.6760
w: http://www.paramounte-eng.com
pARAMOUNTE Paramounte Engineering
Paramounte Engineering 5911 Oleander Drive,
Ste. 201 WIlmington, NC 28403. PH: (910) 791-
6707 FAX: [phone]
Read more...
2

For DENR Use ONLY4.
'1
svom
Reviewer. J,7
®,�.� North Carolina Department of Environment and Av
Natural Resources
NC®ENR Time
Request for Express Permit Review
Confurm I
FILL-IN all the information below and CHECK the Permit(s)you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative,site plan(PDF file)and vicinity map(same items expected in the application
ap ckage of the project location.Please include this form in the application package.
Enter Related SW
Asheville Region-Alison Davidson 828.296-4698;alison.davidson�ncdenrgov Permits of Request
• Fayetteville or Raleigh Region-David Lee 919-791-4203;david.lee�ncdenrp q_ov
Mooresville& Winston Salem Region-Patrick Grogan 704-235-2107 orpatrick.groaan�ncdenrgov SW—
• Washington Region-Lyn Hardison 252-948-3842 orlvn.hardison�ncdenr.gov SW
Wilmington Region-Janet Russell 910-796.7302 or lanet.russell�ncderigov SW
Wilmington Region-Cameron Weaver 910.796.7303 or cameron.weave�ncdencgov SW—
NOTE:Project application-received after 12 noon will be stamped in the following work day.
Project Name:SOUTHPORT PRESBYTERIAN CHURCH County: BRUNSWICK
Applicant:REVEREND DR.ANN JAHNES Company: SOUTHPORT PRESBYTERIAN CHURCH
Address: 1025 E. MOORE STREET City:SOUTHPORT,State:NC Zip:28461-_
Phone:[phone],Fax:_- -_,Email:s co office@southportoresb�enan.com
Physical Location:1025 E. MOORE STREET
Project Drains into SCySW waters. Is project draining to class ORW waters?N,within Y,mile and draining to class SA waters N or within 1 mile and
draining to class HOW waters?N
Engineer/Consultant: ROB BALLAND Company: PARAMOUNTE ENGINEERING, INC.
Address: 5911 OLEANDER DRIVE,SUITE 201 City:WILMINGTON, State: NC Zip:28403-_
Phone:[phone],Fax:[phone],Email:[e-mail] Cro OCT 0 8 2015
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑Scoping Meeting ONLY ❑DWQ,❑DCM,❑DLR, ❑OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑401 Unit ❑ Stream Origin Determination:_#of stream calls—Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination:_#of stream calls—Please attach TOPO map marking the areas in questions
❑401 Water Quality Certification❑Isolated Wetland(_linear ff or_acres)❑Riparian Buffer Authorization ❑Minor Variance
❑Major General Variance
®State Stonnwater ❑General,please specify:_(i.e. NEW Fast Track Low Den.,Clear&Grub, SFR, Bkhd&Bt Rip,Linear,Utility,Other,etc.)
❑Low Density-Please specify: _[i.e. New, modified or plan revision-SW_(Provide permit#)I
® High Density-Please specify: New[i.e.New,modified,offsite or plan revision (SW_(Provide permit#)&type of treatment(detention,
infiltration,wetland,etc)etc]:
❑Exclusion—Please specify:—[if DOT project or redevelopment,etc]
❑Coastal Management ❑Excavation&Fill ❑Bridges&Culverts ❑Structures Information
❑Upland Development ❑Marina Development ❑Urban Waterfront
®Land Quality ®Erosion and Sedimentation Control Plan with 3_0 acres to be disturbed. (CK# (for DENR use))
a
SECTION THREE—PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scoping and express CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both and express meeting
Wetlands on Site❑Yes®No "k Buffer Impacts: ® No❑YES: —acre(s)
Wetlands Delineation has been completed:❑Yes❑No Isolated wetland on Property❑Yes®No
US ACOE Approval of Delineation completed: ❑Yes❑No 404 Application in Process w/US ACOE: ❑Yes ® No Permit
Received from US ACOE❑Yes ❑No
Fur DENR use onh,
Fees IR for multiple ermfts: Check# Total Fee Amount
SUBMITTAL DATES Fee - SUBMITTAL DATES Fee
CAMA $ Variance(❑Maj;❑Min) $
SW(❑HD,❑LD,❑Gen) $ 401: $
LDS $ Stream Deter,_ $
NCDENR EXPRESS July 2012

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DESIGN NARRATIVE
Southport Presbyterian Church is proposing to modify their current site by expanding the
existing building and adding parking. The project is located at 1025 E. Moore Street in
Southport, NC. The property has a latitude and longitude of 33°55'44"N and 78' 00'31"W. The
site drains to Price Creek(18-88-3; SC, Sw).
There is currently an existing building, parking, and sidewalk on the site, totaling
approximately 16,000 sf. The site currently drains to a public stormwater system. The
proposed improvements include a building expansion, removing and replacing some sidewalk,
and removing and replacing existing asphalt. We are proposing an infiltrates basin at the rear
of the property that will handle all of the runoff from the site.

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Conservation Service National Cooperative Soil Survey Page 1 of 4

Hydrologic Soil Group—Brunswick County,North Carolina
MAP LEGEND MAP INFORMATION
Area of Interest(A01) p C The soil surveys that comprise your AOI were mapped at 1:24,000.
Area of Interest(AOp ❑ C/D
Warning:Soil Map may not be valid at INS scale.
Soils m D
Soil Rating Polygons Enlargement of maps beyond the scale of mapping can cause
O A 0 Not rated or not available misunderstanding of the detail of mapping and accuracy of soil line
placement.The maps do not show the small areas of contrasting
O A/D Water Features soils that could have been sht f erl at a more detailed scale.
Streams and Canals
B Transportation Please rely on the bar scale on each map sheet for map
Q BID 'yy Rails measurements.
C a Interstate Highways Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: httpl/websoilsurvey.nres.usda.gov
(] C/D US Routes Coordinate System: Web Mercator(EPSG3857)
I] D Major Roads Maps from the Web Soil Survey are based on the Web Mercator
I] Not rated or not available Local Roads projection,which preserves direction and shape but distorts
distance and area.A projection that preserves area,such as the
Soil Rating Lines Background Albers equal-area conic projection,should be used 0 more accurate
^'e A Aerial Photography calculations of distance or area are required.
A/D This product is generated from the USDA-NRCS certified data as of
B the version date(s)listed below.
N BID Soil Survey Area: Brunswick County,North Carolina
Survey Area Data: Version 19,Sep 29,2015
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f+ D Date(s)aerial images were photographed: Data not available.
Not rated or not availabe The orthophoto or other base map on which the soil lines were
Soil Rating Points compiled and digitized probably differs from the background
■ A imagery displayed on these maps.As a result,some minor shifting
of map unit boundaries may be evident.
■ A/D
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1110A Natural Resources Web Soil Survey 12/4/2015
-90100 Conservation Service National Cooperative Soil Survey Page 2 of 4

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