SW6080701_CURRENT PERMIT_20080829

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 1pD��% `Dl
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE�7�
YYYYMMDD

Michael 17. Easley, Governor
i
William G. Ross Jr., Secretary
r- North Carolina Department of Environment and Natural Resources
-I
� Coleen H. Sullins, Director
July 29, 2008
Lynn McLaurin, Pastor
South River Community Church
Division of Water Quality
3652 Collier Road G iLnq
Wade, North Carolina 28395
AUG 2 9 20
Subject: Stormwater Permit No. SW6080701 t'
South River Community Church DERR-FA1c i?;111 �R r-ir qi ov r.F
High Density Commercial Wet Pond Project
Cumberland County
Dear Pastor McLaurin:
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application for
South River Community Church on July 9, 2008. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in
Title 15A NCAC 2H.1000 and Session Law 2006-246. We are forwarding Permit No. SW6080701,
dated July 29, 2008, for the construction of the subject project.
This permit shall be effective from the date of issuance until April 28, 2018, and shall be subject
to the conditions and limitations as specified therein. Please pay special attention to the Operation
and Maintenance requirements in this permit. Failure to establish an adequate system for
inspection and maintenance of the stormwater management system will result in future compliance
problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory, hearing upon written request within sixty (60) days following
receipt of this permit. This request must be in the form of a written petition, conforming to Chapter
150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings,
P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be
final and binding.
This project will be kept on file at the Fayetteville Regional Office. If you have any questions, or
need additional information concerning this matter, please contact Mike Randall at (919) 807-
6374; or [e-mail].
Sincerely,
� / )�
l&
for Coleen H. Sullins
cc: Johnny Glenn Tew, Jordan - Tew & Associates
'Fayetteville Regional Office;
Central Files
SPU Files N�amn`nCarolina
dVaturn!!y
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwateruualitv.ore Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycledl10% Post Consumer Paper

State Stormwater Permit
Permit No.SW6080701
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
South River Community Church
US Hwy 13 and Stewart Road, Grove, North Carolina
Cumberland County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 and S.L. 2006-246 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until July 28, 2018, 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 1.6 on page 2 of this permit. The stormwater
control has been designed to handle the runoff from 59,703 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 2 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
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.
Page 1 of 6

State Stormwater Permit
Permit No.SW6080701
A
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a
C.
d.
e.
f.
h.
i.
k.
I.
m
n.
Drainage Area, acres:
Onsite, ft2:
Offsite, ftz:
Total Impervious Surfaces, ft2:
Buildings ft2:
Roads/Parking, ftz:
Pond Depth, feet:
TSS removal efficiency:
Design Storm:
Permanent Pool Elevation, FMS:
Permitted Surface Area @PP ft :
Permitted Storage Volume, W:
Controlling Orifice:
Permanent Pool Volume, ft3:
Forebay Volume, ft3:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
2.0
87,042
0
59,703
14,220
45,483
3.31
85%
1.0 inch
498.68
9,915.00
4,842 temporary pool
1.0"0 pipe
32,835.6
5,944.10
Brown's Swamp/Cape Fear
18-68-12-3.5
"C'.
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.
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
Page 2 of 6

State Stormwater Permit
Permit No.SW6080701
6. 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.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
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. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. 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
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
Page 3 of 6

State Stormwater Permit
Permit No.SW6080701
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. 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.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. 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 re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
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 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
Permit issued this the 291h day of July, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Permit
Permit No.SW6080701
South River Community Church
Stormwater Permit No. SW6080701
Cumberland County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to
full time) the construction of the project,
observe (periodically/ weekly/
South River Community Church
(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:
Signature
Registration Number
Date
SEAL
Page 5 of 6

State Stormwater Permit
Permit No.SW6080701
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 outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/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. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
Please submit this Designer's Certification to: DWQ, Fayetteville Regional Office
Surface Water Protection
Page 6 of 6

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form inay be photocopied for use as an original
I. GENERAL INFORMATION
I. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
C- .t - -
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
T,n AA.d ...... ,n .
3. Mailing Address for person listed in item 2 above:
City: Wade State:N.C.
Zip:28395
Phone: (910 ) 483-7679 Fax: (N/A
Email:N/A
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
City:N/A County:Cumberland
6. Directions to project (from nearest major intersection):
Zip:N/A
7. Latitude:78040' 31.14" N Longitude:35008' 30.32" W
of project
8. Contact person who can answer questions about the project:
Name:lohnnv Glenn Tew Telephone Number: (910 1 892-5159
Email:lordantew@embaramail corn
If. PERMIT INFORMATION:
Form S W U-101 Version 03.27.08 Pagel of 4

1. Specify whether project is (check one): ®New ❑Renewal
❑Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit numberN/A and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit El Universal SMP ❑Other
4. 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):
❑CAMA Major ®Sedimentation/Erosion Control 0404/401 Permit ❑NPDES Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater from asphalt areas will sheet drain into the forebay of the retention 12ond. Stormwater from the
building will either sheetdrain to the forebay or be piped to the forebay entrance by means of roof drain leaders.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Property Area: 18.23 acres 4. Total Wetlands Area: 7.46
acres
5. 100' Wide Strip of Wetland Area: 7.11 acres (not applicable if no ruetlands exist on site)
6. Total Project Area**:2.00 acres 7. Project Built Upon Area:68.6
8. How many drainage areas does the project have?7
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
_ For high density protects, complete the table with one drainage area for each engineered stormwater device.
Bast Informat,nn
Stream
Total D
On -site
Off -site
Stream Name Browns's Swamp
ass or Index No. I C'Rw_7R_FR_r1a �
ainage Area (so
Drainage Area (so
Drainage Area (so
Impervious* Area
i Impervious*Area
vious* Area (total)
Impervious" Surface Area" '
On -site Buildings (sf)
On -site Streets (so
On -site Parking (so
On -site Sidewalks (so
Other on -site (so
Off -site (sh
Total (so:
Form SWU-101 Version 03,27.08
87042
87042
0
0
59703
68.6
�au rase tuea t _
14220
22983
22500
0
0
0
59703
Page 2 of 4
Drainage Area 2

* Impervious area is defined as the built upon area including, but not lintited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of zoetlotds in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (BUA).
10. How was the off -site impervious area listed above derived?N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can be
downloaded from htto://h2o enr state nc us/su/bmp forms htm deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms. Forms can be downloaded from htto://h2o enr state nc us/su/bmp forms htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW40'1-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 03.27.08
Page 3 of 4

I j VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at http://h2o.enr state ne us/su/msi maos hhn)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
I
• Original and one copy of the Stormwater Management Permit Application Form / nitials 'r
• Original and one copy of the Deed Restrictions & Protectve Covenants Form (if /Y Q
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP T
• Permit application processing fee of.$505 (Express: $4,000 for HD, $2,000 for LD) `—
payable to NCDENR
• Calculations &detailed narrative description of Stormwater treatment/management
• Copy of any applicable soils report —�✓fT
• Two copies of plans and specifications (sealed, signed & dated), including: n) 1
- Development/Project name —V
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm):Johnnv Glenn Tew
Mailing Address:PO.Box 249
City:Dunn State:N.C. Zip:28335
Phone: [phone] Fax: [phone]
Email:jordantew@enib,irgmail.com
VIII. APPLICANT'S CERTIFICATION
1, (print or type mmte of person listed in General Information, itent 2) Lgnm McLaurin
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 15A
NCAC 2H .1000.
Date: - Ho%
Form SWU-101 Version 03.27.08 Page 4 of

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Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
® does _❑ does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
detention basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
lon
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.3 Page 1 of 4

Permit Number:
(to be provided by DfVQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
swale
The pipe is clogged.
Unclog the pipe. Dispose of the
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth fo'r
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices -
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or -
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
-
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.3 - Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential roblein:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 493
_ feet in the main pond, the sediment shall be removed. .
When the permanent pool depth reads 495
_ feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Sediment Removalt4995.00 � Pe maneq--------- -- VolumeBottom Eleva0 -ft Min.
Sediment
Storage
FOREBAY
Permanent Pool Elevation 498.68
Sediment Removal Elevation 493.00 Volum,
--------------------------- I ------
Bottom Elevation
ni r:\ IJ Z1101
1-ft
Storage
Form SW401-Wet Detention Basin O&M-Rev.3 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:South River Community Church
BMP drainage area number:
Print name:Lynn McLaurin
Title:Pastor
Address:3652 Collier Road
Date: `11-, a%
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, L Tn n s tc; J by r r , a Notary Public for the State of
%%r-i-kCarok n a County of C. ,Jo . , do hereby certify that
Linn fl1C L•ipersonally appeared before me this 7
day of j cj� , .2e0g , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
My commission expires /71 Q y 8r Jo l 0
Form SW401-Wet Detention Basin O&M-Rev.3 Page 4 of 4

i1
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
(if applicable)
The flow splitter device is
clogged.
Unclog the conveyance and dispose
of any sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
re air.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslo a of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed,
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
'bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too. long
Maintain grass at a height of
if applicable).
-approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed-. ,
remove the gully, and then plant a
ground cover and water until it is
established. Provide time and a
one-time fertilizer application.
Sediment is building up on ._
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or'
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 - Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:South River Community Church
BMP drainage area number:
Print name:Lvnn McLaurin
Address:3652 Collier Road
Date: '0&
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
h 7il?tr n a L OAOr n , a Notary Public for the State of
liiCGrol t n G County of -54n, /aSC-^, , do hereby certify that
[yy„ Mc L-;4 1 personally appeared before me this 7
day off, and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements
Witness my hand and official seal,
B�40"A is LAW,
N SL\O
y • �•G
,SON rntA
SEAL
My commission expiresG
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 • Page 3 of 3

of W � 0A �.4Tpq G
NCDENR y of
0
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
Project name
Contact name
Phone number
Date
Drainage area number
For Level Spreaders Receiving Flow From a BMP
Type of BMP - -- `.Wet
Drawdown flow from the BMP �0.02`L-cfs
For Level Spreaders Receiving Flow from the Drainage Area
Do not complete this section of the worksheet.
Drainage area
k.j::`., :°d •�,.>: `_,';`.2fe
Do not complete this section of the wndcsheel.
Impervious surface area
`�,:;-<.":.',;,;flz
Do not complete this section of the worksheet.
Percent impervious
%
Do not complete this section of the mrksheet.
Rational Ccoefficient
Do not complete this section of the worksheet.
Peak flow from the 1 in/hr storm
CIS
Do not complete this section of the worksheet,
Time of concentrationmin
Rainfall intensity, 10-yr storm
,,?i ,'• in/hr
Do not complete this section of the worksheet.
Peak flow from the 10-yr storm
cis
Do not complete this section of the worksheet.
Where Does the Level SpreaderDischarge?
To a grassed bioretention cell? 7 (Y or N)
To a mulched bioretention cell?;:;(Y or N)
Toawetland? .^+rN 4144 f,`s.(YorN)
To a filter strip or riparian buffer? '„�5',r,:.:Y, r%�t °': (Y Or N) Please complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
Width of dense ground cover
Width of wooded vegetation
Total width ,
Elevation at downslope base of level lip
Elevation at top of bank of the receiving water
Slope (from level lip to to top of bank)
Are any draws present?
Level Spreader Design
Forebay surface area
Feet of level lip needed per cfs
Answer'Y" to one of the following:
Length based on the 1 inmr storm?
Length based on the 10-yr storm?
Length based on the BMP discharge rate?
Design flow
Is a bypass device provided?
Total width not computed comity; check addition.
% OK
(Y or N) OK
� 'sq It No forebay is needed.
26 ft/cfs
N fitl M (Y or N)
c'"Nwr (YorN)
or N)
,0.32:-� "cfs
:'(YorN) OK
Form SW401-Level Spreader, Fitter Strip, Restored Riparian Buffer -Revs Parts 1. and II. Design Summary, page 1 of 2

ry
Length of the level lip
Are level spreaders in series?
13.00. it
`N ;;(YorN)
#VALUE!
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
Peak velocity in the channel during the 10-yr storm
Channel lining material
N (Y or N)
4.00: , -ft
34.00 ft
38.00,- :;ft
0.50::. r.:;g
0.56.:: cfs
Rip Rap.1;t
Form SW401-Level Spreader, Fitter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2

i'
III.M,REQUIRE D�ITEMS'CHECKLIST,9`
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
IInitiials�
Sheet No.
1. Plans (I" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
L�
2
2. Plan details (1" = 30' or larger) for the level spreader showing:
�I
- Forebay (if applicable),
- High flow bypass system,
- One foot topo lines between the level lip and top of stream bank,
- Proposed drainage easement, and
- Design at ultimate build -out.
2
3. Section view of the level spreader (1" = 20' or larger) showing:
- Underdrain system (if applicable);
- Level lip,
- Upslope channel, and
- Downslope filter fabric.
r
I
N/A
4. A date -stamped photograph of the filter strip that cleady shows the type of vegetation that is present.
v
1
5. A construction sequence that shows how the level spreader Will be protected from sediment until the entire
drainage area is stabilized.
v r
attached
6. The supporting calculations.
attached
7. A copy of the signed and notarized operation and maintenance (08M) agreement.
1
8. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5
Part III, page 1 of 1

Permit No.
00 be provided by DWO)
*A
NCDENR
STORMVJATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pan Ill) must be printed, filled out and submitted along with all of the required information.
Project name
Contact person
Phone number
Date
Drainage area number
Site Characterlstic:
Drainage area
Impervious area
% impervious
Design rainfall depth
Storage Volume: Non -SR Waters
Minimum volume required
Volume provided
Storage Volume: SR Waters
1-yr. 24-hr runoff depth -
Pre -development 1-yr. 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 20r storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yi, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Basin Elevations
Basin bottom elevation
Sediment cleanout elevation
Bottom of shelf elevation
Permanent Pool elevation
SHWT elevation
Top of shelf elevation
Temporary pool elevation
59,70300 Itz
68.59 %
.�.,I 00, "i.'in
42.40 ' j Its
F.i042440 , rya
in
Ito
Its
Its
h3
0.43
in
-, .020 --
=(unifless)
0.65
;`(unitless)
<' 517 .;
CWhir
.;_ 6.72:=a:':
fts/sec
4.65
Its/sec
498.18- It
498.68- ft
498.46.. ft
499.18-- It
49TII It
pp VIA 7F9
2 p
0 1 K\ v
Form SW401-Wet Detention Basin-Rev.4
Parts I. a II. Design Summary, Page 1 of 2

Permit No.
(to be Provided by DWp)
Volume and Surface Area
T', ', �',
SA/DA ratio
Surface area at the bottom of shelf
2'67 �•�•' (unitless)
Volume at the bottom of shelf
=_ 8,307.00,>: ryz
Permanent pool, surface area required
23 42710% "tt3
'
pool, surface area provided
324 00 ;: fe
g.Permanent
Permanent pool volume
_
,991500
OK
Average depth for SA/DA tables
32,835.60 �, h3
Surface area at the top of shelf
-- 3.31 it
OK
Volume at the top of shelf
12,384.50
Forebay volume
38,592.80 : f,3
Forebay %, of permanent pool volume
'r -.. ,
5,944.10 rya
Temporary
W ry pool, surface area provided
18.10 _%
7712,084.08
OK
12,084.08
Drawdown Calculations
Treatment volume drawdown time
Treatment volume discharge rate
" 2 71 • '' .'days
OK
Pre -development I -yr, 24-hr discharge
.002-''ti3/s
Post -development l-yr, 24-hr discharge
207 'h3/s
OK
Additional Information
--- 0_32;.-_ry3/s
OK
Diameter of orifice
'
Design TSS removal
'� 1 '� � ' to
Basin side slopes
` 85-' " 7` %
Vegetated shelf slope
3.00` ;':1
OK
Vegetated shelf width
` 10.00 :1
OK
Length of fiowpath to width ratio
10.00tt
OK
Length to width ratio
U0 , ::1
OK
Trash rack for overflow & orifice?
' 1`94 " 1
OK
Freeboard provided
Y--=(YorN)
OK
Vegetated filter provided?
..1'39'_ 1., ry
OK
Recorded drainage easement provided?
-� Y' -• (YorN)
OK
Captures all runoff at ultimate build -out?
Y .' (Y or N)
OK
Drain mechanism for maintenance or emergencies
Y - (Y or N)
-'
OK
- Y Basini Is to be pumped cut when needed for maintenance --
Forth SW401-Wet Detention Basin-Rev.4
Parts I. & II. Design Summary, Page 2 of 2

Permit No.
(10 be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the fallowing design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
V
V
Pagel Plan
�nitials Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
2&101&102 2. Partial plan (1"= 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
2 3. Section view of the dry detention basin 0" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
1 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
calculations 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
to verify volume provided.
1 8. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
attached 7. The supporting calculations.
attached 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
1 9. A copy of the deed restrictions (if required).
attached 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.4
Part III. Required Items Checklist, Page i of 1

Jordan - Tew & Associates, P.A. m~' `4 "
ENGINEERING, SURVEMG, MATERIALS'TEST NG & PLANNING ®WQ
102 West Broad Street (Zip 28334)
Post Office Box 249
Dunn, North Carolina 28335
Ronnie E. Jordan, P.L.S.
Johnny Glenn Tew, P.E.
LETTER OF TRANSMITTAL
Plana [phone]
Fmc [phone]
To: pevtmtf5 —W!El trU ecV Date: S 1 / (
Company: T- / Location: e �((;e✓ ( pfn j
1 oYP?1-e-VV1e PeuivHP o yic Project Name; -'�Pvli At'vev
2,?.5 Gl en Sf- -S P%/,q �w,��Nr�y C(��✓�. .
e 2330j,,,,k9jv).t-f33-
// 3 3oc
We Transmit: UrHereiNith ❑ In Accordance With Your Request
The Following : ❑ Drawings ❑ Preliminary ° ❑ Test Results aOther
For Your: ❑ Approval ❑ Use ❑ Review & Comment U Record
Number of Sets or Copies
Date
Description
�.q
�PSi er/�� Cer�^i-Fre,�"tcy
%� f
C2r�kiaa�/aH �@ V V'C�W1QdSIS
Remarks:
Transmitted By:
Copies To:

State Stormwater Permit
Permit No.SW6080701
i
South River Community Church
Stormwater Permit No. SW6080701
Cumberland County
Designer's Certification
I, e t�J, as a duly registered eep
in the State of North Carolina, having been authorized to observe -(periodically/ weekly/
full time) the construction of the project, i
South River Community Church
for .5 dpyt l Rwe,r. Comoi"; fY GAa"(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:
t
Signature I w
Registration NurrUer �hFSEo
Date At /2-?/ t l
T
®ENR-FR0
MAY 242011
9
SEAL
Page 5 of 6

State Stormwater Permit
Permit No.SW6080701
Certification Requirements:
t/ 1 The drainage area to the system contains.6pproximately !he- permitted
acreage , n ,r
i/ 1 d'r 2. `The-dralhage area to the system contains no more than the permitted
v( 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.
t/ 4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elev2fioris are p2r ti`e'approVed plari
6. The outlet structure is located per the approved plans.
4AI-7. Trash rack is provided on the outlet/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.
VIK11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. '. All required darts of system areovide• •. •
requiredAll 9 p provided.
1.4. q p y p d,`such as a vegetated shelf,
_ and a forebay.
iThe required system dimensions are provided per the approved plans.
Please submit this Designer's Certification to: DWQ, Fayetteville Regional Office
Surface Water Protection
®ENR-FRO
MAY 2 4 2011
DWO
Page 6 of 6