SW8980710_CURRENT PERMIT_20001107

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

II.'tat;E7 of NLlrtll C'11-( hni l
Dellal-inlent of F-Ilvir-onment
and N�itural Resources
\Vilmill+r..',toll Regional 01,11cc
,lames B. Hunt, Ji-, Cover -nor
HUI Iinlnlan, Secretary
Division of,1N"aler Quality
Avemher 7. 2000
Reverend E-,arrlcst A. Perry
licthci Word Ministries, Inc.
110 Iiox 7037
Jacicsorlvillc. NC 28546
Subject: Permit No. SW8 980710
Bethel Word Ministries
1-li4oll Density Slornlwater Prc>.jcct
011SiOVP COLlllty
Dear RCvercild Pcrry:
1c Wilnlin+ ton ReSyonal CWhue received a complete Suwin water Managenlent Permit Application for Bethel Word
Anistrics on Omobcr 3. 2000. Staff review of the flans and specifications has determined that the project, as
propnscd, will comply with the Storm \Va[Cl, Re ulaticlns set forth in"1 itle ] 7A NCAC 21-1.1000, V+ e are forwarciii (
Purnit No. SIA19 980710 dated November 7. 2000, for the construction of Bethel Word Ministries.
This pCi-mil .Sh;tll he effective from the date of issuance until November 7, 2010, and shall be subject to the
contiiti u s and limitations is specified therein. Please pay special attention to the Operation and Maintenance
retlLlircnlcntS in this permit. Failure to cstahhsh an adequate system fclr operation and maintenance of the strn nwawl.
mana+gcmcnl system will result in futon: Wrllphalice problems,
11 allY partS, rCglll1'Cll1Cn1s. of limitations contained in this perinlit are unacceptable. YOU haVC the rly_'.ht 10 I-CCluest an
adjuclicatclry hearin�� Upon Written request Within thirty (30) clays fOl IOw1111j I•CCCipt Of lh1S Permit. 11115 TeCILICSt IMISI
be in the form of a \1'[-4wn pethim; conA illlnp to Chapter 150B ofthe North Carolina General Stritutes, and filed
with the Off icc of Administrative 1-learin+us. P.O. Drawer 27447. Raleii—h, NC 2761 1-7447. 1J111CSS such demands
arc We this perillii shall he final and binding. y
I i' Vou have any questions, or need additional information concerning this matter, please contact Linda Lewis, or
mj at 000,
Sincerely.
ti
Rick Shiver
Water Qualily RC,"ional Supervisor
RSSiarl: S:11VQS1S'101:M1�1'A"f1PERI�'il'I'Id+S(}7]O.NO\�
cc: .loci Dunnehoo, P.E.
f1'111c11C11 Awker, Onsknv Comy Inspections
I,ii1dj Lc\Vis
Wilmington Rc,ional Office
Central Files
127 (Anikul Ih% 101.. 11'ilnriggunn P"nh CamAn 2MO5 Alcphurrc 910-395-390(1 FAX [phone]
'\n F'gtwl 01ppor-unity Afiirrnalive Ac.litru t?nytiloyrr 5[1'1,. recyc•Ied1l11'V post-runsunret, 1r:rlrer

r

State Sionr1lwater Mana"C111cm Systems
Permit No. SW8 990710
STATE OF NO1ZTH CAIZOLINA
DEPARTMENTOF ENV111ONMEINT AND NATUIZAL RF,SOUIZCES
DIVISION OF'VVAT"ER QUALITY
STATE STOIZMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chaptcr 14 3; General Statutes of'North Caroli na as alllcllded, alld
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
13elhel ff of-d Minisii-ies Ine.
Bethel l oi-d Mini.vlries
017slow CounlY
FOR T1-Ili
construction, operation and maintenance ofa wet detcrltion pond in compliance with the provisions of 1 5A NCAC
21-1 .1000 (hereafter referred to as the "Stoj-mwalei- i-ules") and the approved stornlwater 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 Novemher 7, 2010 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
�. This stornlwater system has been approved for the management of stormwater runoff as describe(] on pa+ge
3 of this permit, the Project Data Shect. "I Ile stor illwater C011trol has been designed to ha11dIC the ru110ff fr0111
1067693 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by refercrlce'and are enforceable parts
of' the permit.
4. The tract will he limited to the amount of built -upon area indicated on pa+gc ') of this permit, and per
approved plans.
5. The built -upon arca for the future development of this slic is not included in this system.
6. ']'Ile 111110ff from all onsite and offsitC built-u11011 al -Ca 11Cl'1111tiCCI With tllls prOfGCt Must be directed into the
permitted stornlwater control system.

a
Slate' StcnmwaEer iviananemcnt Svstcr»s
Permit No. S A'S 950710
Project Namc:
Permit Number:
Location:
Alip Iicant:
Mailing; Address:
DIVISION OF WATER QUALITN'
PROJECT DESICN DATA SI-I>✓F-T
Bethel Word Ministries
Application D�itc:
Name of Reccivino Stream/Index fl:
Class]fication of Water Body:
If Class SA- chloride sampling rcSultS:
Pond Dcpth, feet:
Permanent fool Elevation, FMSI-:
Drainage Area. acres:
"Total InIpcl-vious Stn-faceS, ft2:
Of fsite Area entering Pond, W:
Required Surface Arca, W:
Provided Surfacc Arca, ft=:
Rcquircd Storabe Va]L1111C. ft':
PI.OVICICd StaraIc Volume, ft;:
Temporary Storaoc 1 tevation, ]'MSL:
Controlling, orifice:
S WS 990710
OnSlOW County
Reverend larnest Perry
Bethel Ward Ministries Inc.
PO Box 7037
,laebonviile. NC 25546
October ), 2000
Northeast Creek / (WHO 19-16-0.5)
"SC NSW11
n/a
3
48
5.17
106,69'
none, per Engineer
1 1.96I
18,599
5.940
1.5"d) pipe
3

State Stornlwater Managclllcnt Systems
1,crillit No. SWS 980710
li. SCH EAWLE OF COMPLIANCE
The stormwater management system shall be constructed in it's entirety, vc4�etated and operational for its
intended use prior to the construction of an), built -upon surface.
Darin" construction, erosion shall be kept to a minimuni and any eroded areas of the system ,,vill be repaired
immediately.
The pernlittec shall at all tinics provide the operation and nlailltenance nccess�lry to assure the permitted
stormwatcr system functions at optimum efficiency. The approved Operation and Maintenance flan must
be fnllowed in its entirety and maintenance must occur at the scheduled intervals including;, but not limited
to:
a. Semiannual scheduled inspections (ever), ( months).
b. Sediment removal.
C. Mowing and reveomition of side slopes.
d. lnimediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclO(Mingof outlet structure, orifice device and catch basins and piping.
Access to the outlet structure must be available at all tillics.
G. Records of maintenance activities Must be kept and made available upon request to authorized personnel
of DV11Q. The records will indicate the date, activity, name of person performing the work and what actions
were taken.
�. Decorative spray fountains will not be allowed in the stornlwatcr treatment system,
G. 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.
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 systenl 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.
If the stormwater system was used as an Erosion Control device, it must be restored to design condI Ion prior
to Operation as a stornlwatcr treatment device; and prior to occupancy of the facility.
9. A modification must be pei'I111ttCd ])l•lor• to ally C011sfr'uctloil. The following items, will require a modificati011
to the Permit:
a. Any revision to the approved plans. re-ardless of sire.
h. Project Hanle chal7��c.
C. Transfer of owners1ii]).
Cl. Redesign or addition to the approved amount of built -upon area.
C. Furthcr subdivision. acquisition, or sale of the project area. `1 plc project area is defined as all property
owned by the permittee, for which Sedimentation and Erosion Control flan approval was sought.
1'. Filling in, alteriny� or piping of any vegetative convevaricc shown tin the approved plan.
10. The Director may detCa'nmic that other revisions to the prolCCt sh011ld ]'CC1LI11'C 8 1110(hfieatIMI to the I)er•nlit,
1 L A copy of the approved plans and specifications shall be maintained on file by the 1'er1111twe fora minimum
of ten years from the date of the completion of construction.
0

State Stormwater Matta+.:cnlcnt Systems
11crnlit No. SW8 980710
12. Prior to the sale of any portion of the properly, an access/maintenance casement to the stormwater facilities
shall he granted in favor of the permittee if access to the stormwater facilities will he restricted by the sale
of any portion of the property.
1 The permittee is responsible for verifying that the proposed built -upon arch does not exceed the allowable
built -upon area.
14. The Director may notify the permittee when the permitted site does not meet one or more of the minilmunl
requirements of the Permit. Within the tirme frame specif ied in the notice, the Perlmitt.ee shaI I submit a written
time schedule to the Director for modifying the site to Ineet minimum requirements, The permlttee shall
provide copies of revised plans and certification ill writing; to the Director that the changes have been made.
1-5. The permMec shall notify the Division ofany name, ownership or mailing address changes within 30 days.
ill. GENERAL CONDiTIONS
This permit is not transferable. in the event there is a desire for the facilities to challge Ownership, or there
is a name change of the. Permittee, a formal permit request must be submitted to the Division of Water
Quality accompanied by an application fee, documentation from the parties involved, and other s1.11)h01-ti11
materials as may be appropriate. The approval of this request will be considered on its merits and may or
may not he approved.
failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
cniorcenlent action by the Division of Water Quality, in accordance with North Carolina General Statute
143-21 5.GA to 143-215.6C.
'i•he issuance ofthis permit does not preclude the Permittee fi'oln complyln(,, Wlth any and all statutes, rules.
re;�ulations, or ordinances which may be imposed by other gOVernment agencles (local, state, and federal)
which have.jlu-isdictiorl.
4. In the event that the facilities fall 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 storlllwater management systems.
�. The permittec grants DENR Staff permission to enter the property for the purpose of inspecting all
components of the permitted stormwater management facility.
'.file permit ilia), be modified, revoked and reissued or terminated for cause. The filinb of a rcqucst RV a
permit modification, revocation and reissuarlce or termination does not stay any permit condition.
Unless specified elsewhere, pernlancilt secciing requirements for the stormwater control must follow the
�t'tlidclines established in the North Carolina Erosion and Sediment Control Planning and Desibn Manual.
Permit issued this the 7th day of November, 2000.
NORTH CAROLINA ENV] RONIMF_'NTAI. MANAGEMENT COMMISSION
Kerr-T. Stevens, Director
Division of Mlater Quality
llv Authol-ity of the 1_.11vil"o11111elltal Management Commission
Permit Nurnher SW8 980710

Slate Stornlwater Marlagcnlcnt Systems
Perrllit No. S% 9 980710
Bethel Word Ministries
Stormwaler Permit No, SW8 990710
Onslow CQUllty
Designer's Certification
1, ma duly registered in
tile State of North Carolina, having been authorized to observe (per-iodically/weekly/full time) the construction of
the project,
(P%ject)
for (Project Owner) hereby state that, to the best of my abilities, due care
and dill"ence was used in the observation of the project construction such that the construction was observed to be
built Withlll Substantial compliance and intent of the approved plans and specifications.
'1'hc checklist of items on pabc 2 ofthis form is included in the Certification.
Noted deviations from approved plans and specification:
S it Ll'c
Reolstration Number
Date
SEAL
6

Suiic Stormwater Mana,,Qmcnt Systems
Permit No. SWN 980710
CCrtlfiCatiflll Requirements:
1. 'The draina(,e area to the system contains approximately the permitted acrea"e.
2. The drainage area to the system contains no more than the permitted amount of built -upon area.
All the built -upon area associated with the project is graded such that the runoff drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
a. The outlet structure is located per the approved plans.
C. "brash rack is provided on the outlet/bypass structure.
7. All slopes are brassed with permanent vegetation.
8. Vegctated slopes are no steeper than 3:1.
�9. The inlets are located per the approved plans and do not cause short-circuiting of the system.
1(i. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sired per the approved plans.
12. All required design depths are provided.
f 3. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Resional Office
Mitchell Parker, OI1SIOW COUIlty Buildinb Inspector
7

ORS
OFFICE USE ONLY s
Date Received
Fee Paid
Permit Number
o- --00
1y= O A S03
�90710.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
BETHEL WORD STRIES INC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
REV EARNEST PERRY
3. Mailing Address for person listed in item 2 above:
PO BOX 7037 (119 BRANCH DR)
City: JACKSONVILLE State.. NC � Zip: 28546
Telephone Number: ( 91.0 ) 346-5717 _
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
BETHEL WORD MINISTRIES INC
5. Location of Project (street address):
1675 HALLTOWN ROAD
City: JACKSONVILLE 28546 County: ONSLOW
6. Directions to pro ect from nearest maLLor intersection): FROM) INTERSECTION OF HWY 17&SR 1416
TAKE SR 141A 40 INTERSECTION OF SR 1416 &.NCSR-1410 TURN RIGHT ON 1410
GO 6001, SITE ON RIGHT.
7. Latitude: 34-46-21 Longitude: 77-21-18 . ` of project.
8. Contact person who can answer questions about the project:
Name: REV EARNEST A PERRY Telephone Number: ( 910 } 346 _5717
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X.." , New Renewal Modification
Form SWU-101 Version 3.99
Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the -
existing permit number N/A _ and its issue date (if known)
T 3. Specify the type of project (check one):
Low Density XX High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
�CAMA Major Y Sedimentation/Erosion Control �404/401 Permit �NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
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.
_ All_ ri;n nff Wj 1 1 h�' d j,rQrtPd tolbe proposed bin then to Jkle road_ _
side ditch along DOT's road.
2. Stormwater runoff from this project drains to the
tlh i to flak'
River basin.
3. Total Project Area: _ 3*� �i.l f acres
4. Project Built Upon Area:
48
5. How many drainage areas does the project have?
6. 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.
Bas�ntnfor>tzant
Drains a Area 1
x ` Drama a Area 2x£�
Receiving Stream Name
.Northeast Creek
Receiving Stream Class
= .S C' NSW
Drainage Area
5.17 A c = 225,122 SF
Existia Impervious * Area
Im ervious`Area
1.06',-693 sf
-Proposed
Impervious* Area (total)
!, 4tS~' I
On -site Buildings
24 , 445 . sf
On -site Streets
3,600 sf
On -site Parking
'7 4, 5 2 3 s F
On -site Sidewalks
4,125 s f.
Other on -site
- —U-
3otal: 106,693 sf I Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-10I Version 3.99 Page 2 of 4

`4 1
7. How was the off -site impervious area listed above derived? NONE
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized 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.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than 10 6 , 6 9 3 .1 Z square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. SwaIes shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 id' -this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-i08
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

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 Regional Office.
Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- 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.
Designated agent (individual or firm):_ oceanside r,,ni�ineering _
Mailing Addresc8810...Eaecaid Drive
City: Emerald
Isle
Phone: 2 5 2 - - - ' 61 -
VIII. APPLICANT'S CERTIFICATION
State: N 0 Zip: 285:9'4
Fax: [phone]
1, (print or type name of person listed in General Information, item 2) REV. EARNES A PERRY
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. } n
Signature:
Date: 7I -7/Ccp
Form SWU-101 Version 3.99 Page 4 of 4

Permit -No. $ D 10
(to be provided b.• DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied far use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: Bethel Word Ministries
Contact Person: Joseph F. Dunnehoo Phone Number: (252 ) 354-7761
For projects with multiple basins, specify which basin this worksheet applies to: NSA
elevations
Basin Bottom Elevation
45.00
ft.
Permanent Pool Elevation
48.00
ft.
Temporary Pool Elevation
49.00
ft
areas
Permanent Pool Surface Area 18,598
sq. ft.
Drainage Area
5.17
ac.
Impervious Area
2.44933425
ac.
volumes
Permanent Pool Volume
34,561
cu. ft.
Temporary Pool Volume
21,161
cu. ft.
Forebay Volume
cu. ft.
Other parameters
SAIDA E 5.6
Diameter of Orifice 1.5 in.
Design Rainfall 1.0 in.
Design TSS Removal 2 90 %
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
(minimum 85% required)
Form SWU-102. Rev 3.99 Page t of 4

Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries,
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
l'cants Initials
a.
b.
C.
d.
e.
r—
s
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The, forebay volume is approximately equal to 20% of the basin volume.
The temporary pool controls runoff from the design storm event.
The temporary pool draws down in 2 to 5 days.
If required, a 30-foot vegetative filter is provided at`the outlet (include non -erosive flow
calculations)
The basin length to width ratio is greater than 3:1.
The basin side slopes above the permanent pool are no steeper than 3:1.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
Vegetative cover above the permanent pool elevation is specified.
A trash rack or similar device is provided for both�the overflow and orifice.
A recorded drainage easement is provided for'each basin including access to nearest right-
of-way.
1. If the basin is.used for sediment and erosion control during construction, clean out of the
- basin is specified prior to use.as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
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) 0 does 0 does not
This system (check one) 0 does f does not
incorporate a vegetated filter at the outlet.
incorporate pretreatment other than a forebay.
Form S W U-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows.
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
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 3.0
When the permanent pool depth reads 3.0
feet in the main pond, the sediment shall be removed.
feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 48.00
Sediment Re oval E146.00 75 46.00
----- 4� 00 - - Sediment Removal Elevation
Bottom Ele ation q6 -------------------------------__-----_------
Bottom Elevation 45.00
FOREBAY MAIN POND
75 % --
25 %
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. if the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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.
Print name: --IS -,zk e-
w z, M;rv! S f2r c I"h c Rev. C2rn- t
Title: �ASty+,� ; ..�.A. e-�1.G1 L,��A
was 4-�e 1 cs
Address: [6 7 S H A 11 40 W ti` -P—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.
a V , a Notary Public for the State of T4 �r?f�0�uA,
County ofy N $ /0'� , do hereby certify that L lq IfAj67' P-P Key
personally appeared before me this � day of -J'yL v , ' v c , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
VIM
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CIDtypTAR Y
PUBOC
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4 COUN ��.•.
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SEAL
My commission expires
Form SWU-102 Rev 3.99 Page 4 of 4

1 SEAL} -
1330 . a
BETHEL WORD MINISTRIES, INC.
REFERENCE: STORM WATER MANAGEMENT
CON'T III. PROJECT INFORMATION
1. Detail narrative of storm water management
RECEIVEIj"r",
OCT 0 3 2000
DWQ
PROD # (CJ 71 D
This site has been graded and stone placed where the finish asphalt will be laid.
The building is complete and the parking lot with lights are in place. The site is in
violation because no storm water permit has been obtained.
The total site is 11.11 acres in size. There is a ridge through the middle of the
property that runs north to south. The site will be split into two parts, part one will be
5.94 acres of property to be undisturbed and developed later. Part two contains 5.17
acres of land to be developed. All of this developed site will drain to the northeast part of
the property where the existing basin is. This basin will be regraded and increased in size
to hold the required run off.
The run off will collect in small swales around the perimeter of the property and
drain to the center of the parking lot where a area drain will be located to collect the run
off. The run off will then drain to the basin, through the forebay, and out the outlet

structure to the state maintained ditch along NCSR 1410 (Halltown Road).
One hundred eighty feet of 15" RCP will be installed in the middle of the parking
lot at one percent grade to the forebay.