SW8980716_HISTORICAL FILE_19981209 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 q 8 07 t 6
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
lags 12 Oq
YYYYMMDD

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
December 9, 1998
Mr. Wallace J. Conner, Owner
PO Box 1839
Morehead City, NC 28557
®�
IV
NCDENR
NORTR CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL REsou ROEs
Subject: Permit:No. SW8 980716
Wallace Conner Outparcels
High Density Stormwater Project
Carteret County
Dear Mr. Conner:
The Wilmington Regional Office received the Stormwater Management Permit Application for Wallace Conner Outparcels
on July 15, 1998, with final information on October 19, 1998. 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. We are
forwarding Permit No. SW8 980716 dated December 9, 1998, for the construction of Wallace Conner Outparcels.
This permit shall be effective from the date of issuance until December 9, 2008, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in
the 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.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at (910)
395-3900.
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWAT\PERNEn980716.DEC
cc: J. Glenn Tew, P.E.
Katrina Marshall, Carteret County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State Stormwater Management Systems
Permit No SW8 980716
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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
Mr. Wallace Conner, Owner
Wallace Conner Outparcels
Carteret County
FOR THE
construction, operation and maintenance of a detention pond in compliance with the provisions of 15A NCAC 2H .1000
(hereafter referred to as the "stormwater rules') and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water Quality and considered a part of this
permit.
This permit shall be effective from the date of issuance until December 9, 2008 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 on page 3 of this
permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from 210,886 square
feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved plans.
2

State Stormwater Management Systems
Permit No SW8980716
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runo
Classification of Water Body:
If Class SA, chloride sampling results:
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Total Impervious Surfaces, ft2:
Outparcel 1, ft2
Outparcel 2, ft2
Outparcel 3, ft2
Outparcel 4, ft2
Outparcel 5, ft2:
Offsite Area entering Pond, ft2:
Required Surface Area, ft2:
Provided Surface Area, 112:
Required Storage Volume, fP:
Provided Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Wallace Conner Outparcels
SW8 980716
Carteret County
Mr. Wallace J. Conner, Owner
PO Box 1839
Morehead City, NC 28557
July 15, 1998
ff.. Newport River
"C"
n/a
7.5
33.5
210,886
43,399
49,757
37,048
42,917
37,765
None, per Engineer
7,732
10,135
16,793
23,664
35.5
2"$ pipe
P

State Stormwater Management Systems
Permit No. SW8 980716
H. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's entirety, vegetated and operational for its intended
use prior to the construction of any built -upon surface except roads.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
All connections into the stormwater system from the outparcels shall be made into the forebay of the pond, such that
short-circuiting of the system does not occur.
The permittee shall at all times provide the operation and maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
5. 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.
6. Decorative spray fountains will not be allowed in the pond.
7. 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.
8. 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.
9. 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.
10. Prior to the sale of any portion of the property, an access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee.
11. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -upon
area.
12. If the stormwater system was used as an Erosion Control device, it must be restored to design condition prior to
operation as a stormwater treatment device, and prior to occupancy of the facility.
El

State Stormwater Management Systems
Permit No. SW8 980716
13. Deed restrictions must be recorded prior to the sale of any outparcel shown on the approved plans to ensure that
future owners are made aware of the built -upon area limitations.
14. The following statements must be recorded in the deed restrictions:
To ensure continued compliance with the NC Division of Water Quality Stormwater Management Permit
Regulations, 15A NCAC 2H.1000, outparcel(s) and future areas as shown on the approved plans are limited
to * square feet of built -upon area, inclusive of that portion of the right-of-way between the front lot
line and the edge of the pavement, structures, pavement, walkways of brick, stone, slate, but not including
wood decking or the water surface of swimming pools,"
*Outparcel 1, ft2 43,399
Outparcel 2, ft' 49,757
Outparcel 3, ftz 37,048
Outparcel 4, ftz 42,917
Outparcel 5, ft': 37,765
"All built -upon area from the outparcel or future area must be directed into the permitted stormwater control
system."
"Additional built -upon area will require a permit modification."
"The connection into the stormwater control shall be made into the forebay of the pond such that short-
circuiting of the system does not occur."
15. A copy of the recorded deed restrictions must be submitted to the DWQ within 30 days of the date of the recording.
The recorded copy must be signed by the permittee, dated, stamped with the deed book number and page, and bear
the stamp of the Register of Deeds.
16. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification to the permit.
17. 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.
5

State Stormwater Management Systems
Permit No 4W8 980716
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change 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 supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to enforcement
action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6A to 143-
215.6C.
3. The issuance of this 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) which have
jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such as the
construction of additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property for the purpose of inspecting all components of
the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit
modification, revocation and reissuance or termination does not stay any permit condition.
Permit issued this the 9th day of December, 1998.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
��^ L A. Preston Howard, Jr., P.E., Director
` Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 980716
0

State Stormwater Management Systems
Permit No SW8980716
Wallace Conner Outparcels
Stormwater Permit No. SW8 980716
Carteret County
Engineer's Certification
1, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time) the construction of the project,
for (Project Owner) hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the project construction such that the construction was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
7

DETENTION POND ANALYSIS
PROJECT #: SW8 980716
PROJECT NAME: Wallace J. Conner Property
Drainage -Basin. NewpQrt_Ri_v_e-r
FILE NAME: S:\WQS\POND\980716.WK1
REVIEWER: arl
DATE: 09-Dec-98
Class: C Chlerid-m n/a
Site Area 5.38 acres
Drainage Area 234353 square feet needs to be verified
Area in Acres 5.38000459 acres
IMPERVIOUS AREA
% IMPERVIOUS
OP #1
43398.6
square feet
OP #2
49757.43
square feet
OP #3
37048.22
square feet
OP #4
42917
square feet
OP #5
37764.46
square feet
square feet
TOTAL
21088571'.
89.99%
Pond Depth: 7.5 TSS:
SURFACE AREA CALCULATION
SA/DA 3.299%
Req. SA 7732.0495 Isquare feet
Prov. SA 10135'square feet [From plan Contours]
VOLUME CALCULATION
Bottom 26 MSL
Perm. Pool 33.5' MSL
Design Pool 35.5 MSL
Design SA 13529 square feet [From plan Contours]
Req. Volume 16792.8991 cubic feet Rv= 0.8598771
Prov. Volume 23664 cubic feet SA @
Elevation=
ORIFICE CALCULATION
.11
Avg. Head =
0.9583333
ft
Flow Q2, cfs 0.13694444
Area, in'
4.183641
Dia 2, inches
2.307981
Flow Q5, cfs 0.05477778
Area, in'
1.673456
Dia 5, inches
1.459696
Engineer uses
Inches
Area =
3.1415927
in'
Q, cfs =
0.1028347
Drawdown
26633887i
days
COMMENTS
Surface Area, Volume and Orifice are within Design Guidelines.

GODwIN - JORDAN - TEw S AssoclATEs, P.A.
ENGINEERING, SURVEYING, PLANNING & MATERIALS TESTING
POST OrmcE BOX 249
DUNN, NORTH CAROLINA 28335
PHONE : (9 1 O) 892 - 5 1 59FAx : 491 O) 483 - 1 489
FACSIMILE TRANSMITTAL SHEET
FAX NUMBER: II00L04y DATE za 9&
ATTENTION: hl kl
COMPANY: F� /-/ R
S�ar/NWaTC✓ Pv'pjcc: 140, .5ws 98o7i6
PROJECT NAME: lVo Ilo ce 7 Como e r PProapr+y
PERSON SENDING FAX: G�e�� (e.,✓
TOTAL NUMBER OF PAGES TO BE FAXED:
5"
ORIGINALS WILL OR WILL NOT BE MAILED i<
0

,-t
12/03/1998 10:29 9197828297 INCOME PROPERTIES PAGE 02
:2/02/1998 14:02 9190469467 S & EC PAGE 02
U.S. ARMY CORPS OF ENGINES 2 !
44y WILMINGTON DISTRICT 988
Action Id. 7A L" Pt(aA.0
GENERAL PERMrr (REGIONAL AND NATION�Wy �WE)CVERIFICATII'ON �� y
Property Owner .. W4I&(An.NdA �f ' 1:{V w •'K�� t A 0 ) LnM�ipj� 7J �hSilr �lw� S
Address If.t Tomah C00t 8YF LJasit W1ll"k R1•
kVWJ..LI Seam 0 x ;KSa lkla' r 2-7f o9
Telephone No. 66;1 stop
Size and Location of pmjecl (water body. toad name/number, town. ere.)
. l . . . — w, • —I 1 I A
Description of Activity
Applicable Law: „,ZSectbn 404 (Clean Water Act. 33 U.S.C. 1344).
(Check all that apply) Section 10 (River and Harbor Act of 1899).
Authorization: r Regional (3ettaral Permit Number.
ke- #4 _Nationwide Permit Number.
your work is authorized by thin Regiuunl Oenoral(ROP) or Nationwide Permit (NwP) provided it is accomplished
in strict accordance with the attachad conditions and your submitted plans. If your activity is subject to Section
404 (if Section 494 block above is checked), before beginning work you must also receive a Section 401 water
quality certification from the N.C. Division of Environmental Management, telephone [phone]. For any
activity within the twenty coastal counties, before beginning work you must contact the N.C. Division of Coastal
Management, telephone [phone]
.......,..-..-_�.a.�.h.:..�....i.hu Dfl4 n<TJW➢ Anvvinlatinnofthecandiliona

IZ- _-2_:I1: Is-M:
A 12.03!98 10:10 FAX [phone]
LEADER HOMES
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr„ P.E„ Director
0
NcDENR
NORTH CAROLINA DEF-ARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 18, 1999
Carteret County
DWQ Project # 980997
APPROVAL of 401 Water Quality CerliBcatlon and ADDITIONAL CONDITIONS
Mr. Wallace Conner
1 12 Teak Court
Pine Knoll Shores, NC 28512
Dear Mr. Conner:
You have our approval, in Accordance with the attached conditions and those listed below, to place fill material in an
additional 0.2943 acres of wetlands (total fill of 0.9791 acres of wetlands) for the purpose of developing a shopping renter at
Newport Food Lion, as you described in your application dated October 12, 1998. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 3108. This certification allows you to use
Nationwide PermiL Number 26 when the Corps or Engineers iss7es it. In addition, you should get any other federal, state or local
permits before you go ahead with your pmjmt including (but not limited to) Sediment and Erosion Control, Coastal Stonnwata.
Nan -Discharge and Water Supply Water shed regulations. This approval will expir when the accompanying 404 or CAMA
permit expires sinless otherwise specified in the General Certification.
This approval is orlly valid fat the purpose and design &.3t you described in your application except as modified below. If
you change your project, you must notify us and you may be required to send us a new application . If the property is sold, the
new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all
conditions. If total wetland fills for Chit project (now or in the funtre) exceed one acre, compensatory mitigation maybe required
as described in 15A NCAC 2H .0306 (h) (6) and (Ti. For this approval to be valid, you must follow the conditions listed in the
attached certification and any additional condidons listed below.
1. Deed notifications or similar mechanisms shall be placed an all lots with remaining jurisdicdonal wetlands
and waters or areas within 50 feet of all streams and ponds to notify the suite in order to assure compliance for
funtre wetland and/or water impact These mechanisms shall be put in place within 30 days of the date of ads
letter or the issuance of the 404 Permit (whichever is later).
2. An additional condition is that a final, written stomhwarer plan including a wet detention buin must be
approved by DWQ before wetland (or stream) impacts occur.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter
150B of the North Carolina General Statutes to the Office of Administtativc Hearings, P.O. Box 27447, Raleigh, N.C. 27611-
7447. This certification and its conditions am final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clem Water Act. if you have
any questions, please telephone John Dorney at 919.733-1786,
nee
too ow fop
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
John Domey
Central Files
Kevin Martin; S & E C
Todd St_ John
980997.1b
Division of Water Quality • Non-Useharge Branch
401 Reedy Crack Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 90% reoycled/l0% post consumer paper

0
- i—P3: '•�ot3=M:
4 12;03i98 DI 10 FAX [phone]i LEADER HOMES � 05
This General Certification is issued in conformity with the
requirements of Section 401, Public Laws 92-500 and 95-217 of the
United states and subject to the North Carolina Division of Water
Quality Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 23
.0200 for the discharge of fill material to waters and adjacent
wetland areas which are above the headwaters or to wetland areas that
are not a part of the surface tributary system to interstate waters or
navigable waters of the United States (i.e., isolated wetlands) as
described in 33 CFR 330 Appendix A (B) (26) of the Corps of Engineers
regulations (i.e., Nationwide Permit No. 26). This Certification
rep -aces water Quality Certification Nsmber 2671 issued on January 21,
y992, This WQC is rescinded when the Corps of Engineers reauthorizes
Nationwide 26 or when deemed appropriate by the Director of DWQ.
The State of North Carolina certifies that the specified category
of act_v_ty will not violate applicable portions of Sections 301, 302,
303, 306 and 307 of the Public Laws 92-500 and 95-217 'i£ conducted in
accordance with the conditions hereinafter set forth.
Corditi0MB of Certification:
1 Proposed fill or substantial modification of greater than
one-third acre (0.133 ha) of wetlands or waters for a
project requires a written concurrence from, the Division of
"at Quality;
1, proposed fill or substantial modification of equal cc or
less than one-third acre (0.135 hat of wetlands for a
project does not require written concurrence from the
Division of Water Quality as long as the project is in
compliance with all conditions of this General
Certifications
3 proposed fill or substantial modification of any amount of
wetlands classified in accordance with 15A NCAC 2B
Olul(e)(1) as unique wetlands (UWL) shall require written
concurrence from the Division of Water Quality _n accordance
wit,*. 15A NCAC 214 .0506(e);
4, Proposed fill or substantial modification of greater than.
150 linear feet (45.7 m) of streams for a project requires a
written concurrence with the Division of Water Quality. For
is Certification, streams are defined as
the purpose of th
blue or purple lines for permanent or intermittent Streams
as shown on the most recent version of the USGS 1:24,000
topographic map or other site -specific data;
5. proposed fill or substantial modification of less than or
ecraal to 150 'linear feet (45.7 m) of streams for a project
does not require a written concurrence from the Division of
water Quality as long as the project is in compliance with
all conditions of this General Certification. For the
purpose of this Certification, streams are defined as blue
or purple lines for permanent or intermittent streams as
shown on the most recent version of the USGS 1:24,000
topographic map or other site -specific data;
6 That appropriate sediment and erosion Control practices
which equal or exceed those outlined in the most recent
edition of the ,North Carolina Sediment and Erosion Control

12/03/98 10:10 FAX [phone]
LEADER UOMES
Z 04
Planning and Design Manual' or the "North Carolina Surface
Mining Manual" (available from the Division of Land
Resources in the DERNR Regional or Central Offices) must be
utilized to prevent exceedances of the appropriate turbidity
water quality standard (50 NTUs in streams and rivers not
designated as trout waters by DWQ; 25 NTUs in all saltwater
classes, and all lakes and reservoirs; 20 NTUS in trout
waters);
7. All sediment and erosion control measures placed in wetlands
and waters shall be removed and the natural grade restored
after the Division of Land Resources has released the
project;
8. Additional site -specific conditions may be added to projects
with greater than one-third acre impact to wetlands or 150
linear feet of streams which are proposed under this
Certification in order to ensure compliance with all
applicable water quality and effluent standards;
9. Measures shall be taken to prevent live or fresh concrete
from coming into contact with waters of the state until the
concrete has hardened;
i0. If an environmental document is required, this Certification
is not valid until a FONSI or ROD is issued by the State
Clearinghouse;
11. Concurrence from DWQ that this certification applies to an
individual project shall expire on 13 December 1999 to
coincide with the expiration date of Nationwide Permit 26.
Non-compliance with or violation of the conditions herein set
North by a specific fill project shall result in revocation of this
certification for the project and may also result in criminal and/or
civil penalties.
The Director of the North Carolina Division of Water Quality may
reuuire submission of a formal application for individual
certification for any project in this category of activity, if it is
determined that the project is likely to have a significant adverse
effect upon water quality or degrade the waters so that existing uses
of the wetla-.d.or downstream waters are precluded.
Public hearings may be held for specific applications or group of
applicatiors prior to a Certification decision if deemed in the
public's best interest by the Director of the North Carolina Division
of Environmental Management.
Effective date: 11 February 1997.
DIVISION F WATER UALITY
8y
A. Preston Jr. P.E.
Director
gencert.26
wQC = 3108

Godwin - Jordan - Tew & Associates, P
JOE E. GODW IN, SR. RE.R.L.S.
RONNIE E. JORDAN, R.L.S.
JOHNNY GLENN TEW, P.E.
October 15, 1998
N.C.D.E.N.R.
127 Cardinal Drive Ext.
Wilmington, N.C. 28405
ENGINEERING, SURVEYING & PLANNING
102 WEST BROAD STREET (ZIP 28334)
P. O. BOX 249
DUNN, N.C. 28335
ATTENTION: MS. LINDA LEWIS
ENVIRONMENTAL ENGINEER
REFERENCE: STORMWATER PROJECT NO. SW8 980716
WALLACE J. CONNER PROPERTY
CARTERET COUNTY, N.C.
Dear Ms. Lewis:
OCT 19 1998
AF .483-1489
)892-5159
PAX:483-1489
This letter is a summary of our responses to your review letter dated 9/21 /98 for the above referenced
project. We have addressed each of your review items as follows:
1. We have added on page #4 of the application form the square footage of built upon area that
each lot will be permitted to have. We have also added on page #4 the statement requiring
that each lot must provide its own system of drainage into the forebay portion of the pond.
2. We have provided a surface area which is 31% greater than the minimum requirement and a
storage volume that is 26% greater than the minimum requirement as a justification for not
having the minimum 3:1 length to width ratio for the pond.
3. We have stated on our plan and on the wet basin supplement from that a portable pump
would be used if a need to completely drain the pond would ever occur.
4. A permit has been submitted for the 404/401 wetlands fill area as shown on this plan (total
of 0.9791 acre) for entire project). A copy of this permit will be forwarded to your office
when it has been obtained.
5. The easement area (0.5734 acres) has been designated on the revised plan. This easement
area will be recorded prior to selling any of the out parcels.
6. We have used a pond depth of 7. S as allowed by state pond sizing charts.
7. We have corrected the drainage time calculations to reflect the drawdown time using a 2"
diameter drain as is shown on the revised plan.
8. The permanent pool elevation is shown as elevation 33.5 and the temporary pool elevation

is 35.5. The storage volume shown is based on these two elevations.
9. We have reworked the outlet detail to clearly show the top of the 12" tee to be at elevation
35.5 and we have noted this elevation on the outlet structure detail.
10. We have provided the surface area at the storage elevation (elevation 35.50). This surface
area is 13,529 square feet.
11. We have added the forebay to the pond cross section view. We have noted all design
elevations and side slopes on this cross section view.
12. We have provided Mr. Conners address on the revised application form.
Please advise if there is other information that is needed in order to have this proposed retention pond
plan approved.
Sincerely,
Godwin-Jordan-Tew & Associates, PA
A-7
oh nny Glenn Tew, PE
JGTAI

k
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):
Wn11nrP J Conner
J
2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and
its compliance):
Wallace J. Conner, Owner
3. Mailing Address for person listed in item 2 above:
P.O. Box 1839
City: Morehead City Stag NC 28557
zip.
Telephone Number. ( 919 1 78 2 -4 79 8
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on
plans, specifigations, letters, operation and maintenance agreements, etc.):
Wallace J. Conner property out parcels #1 #2, #3 #4 and #5
5. Location of Facility (street address):
7075 Hwy. 70
Cay._ Newport. NC CMy. 'Carteret
6. Directions to facility (from nearest major intersection):
Located in the northeast quadrant at intersection of SR 1124
(none foot road) and Hwy. 70
7. latitude 34 4 7 ' S 9.8 " Lade - 7 6 4 5 ' 31 .1 " of facility
8. Contact person who can answer questions about the facility:
N&Te Glenn Tew Telephone Number. ( 910 l 892-5159
II. PERMIT INFORMATION:
I. Specify whether project is (check one): X 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 number N / A and its issue date (if known)
Form SWU-101 April 1998 Page I of 4

3. Specify the type of project (check one):
` -_Low Density X High Density . _Redevelop
4. Additional Project Requirements (check applicable blanks):
_CAMA Major —Sedimentation/Erosion Control
III. PROJECT INFORMATION
_General Permit
_404 Permit
_Other
I. 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 out parcels will be required by deed restriction to design their
storm water collection systems to drain by sheet flow or by pipe flow
to the forebay area of the proposed permanent retention pond as designed.
2. Stormwater runoff from this project drains to the
3. Total Project Area 5 • 3 8 acres
5. How many drainage basins does the project have? 1
Newport River
River basin.
4. Project Built Upon Area 90 0/o
6. Complete the following information for each drainage basin If there are more than two drainage basins in
the project, attach an additional sheet with the information for each basin provided in the same format as
below.
Basm information, ...
= -`
r, �:.ARDiaina 'e Pojr l �
'e"
Receiving Stream Name
Newport River
Receiving Stream Class
Drainage Basin Area
0.57 acre
Existing Im ervibus Area
none
Proposed Im ervious'Area
4.84 a c .
% Impervious* Area (total)
90
- � � ". x �
Im rvioustSurface?Areaam,
D.,..rainBasin l ,w. - ,
frg � Drairi$asrn 2
age
-e �.���.
On -site Buildings
On -site Streets
On -site Parkin
On -site Sidewalks
Other on -site OtJj q�E�
Off -site
0
Total:
F= , 81 c .
1_
---r­-•--- -1­ •' ••y•••,u .� "M ua"n ,.pun area incivaing, out not limited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.
7. How was the off -site impervious area listed above derived? NA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded.
Form SWU-101 April 1998 Page 2 of 4
E

,..f your signature below, you certify that the recorded deed restrictions and protective covenants for this project
/'Aall include all the items required by the permit, 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. AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf, please complete this section:
Designated agent (individual or firm): Godwin-Jordan-Tew g Associates, PA (Johnny Glenn Tew)
MailTAddrer. P.O. Box 249
Dunn NC 28335
State
Phone:( 97.0 T 892-5159 Fax ( 910 1 8 -1893
VI. SUBMITTAL REQUIREMENTS
This application package will not be accepted by the Division of Water Quality unless all of the applicable
items are included with the submittal.
1. Please indicate that you have provided the following required information by signing your initials in the
space provided next to each item
• Original and one copy of the Stormwater Management Permit Application Form Apply JGTs Initials
• One copy of the applicable Supplement Form(s) for each BMP (see Attachment A) JGT
• Permit application processing fee (see Attachment A) JGT
• Two copies of plans and specifications including:
• Detailed narrative description of stormwater treatment/management JGT
specifications, Two copies of plans and specations, including: T
.Development/Project name — Jf;T
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, parking, cul-de-sacs, sidewalks, and curb and gutter
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage basins delineated
- Vegetated buffers (where required)
VII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Wallace J . C o n n e r
certify that the information included on this permit application form is correct, that the project will be
constructed in conformance with the approved plans, that the deed restrictions in accordance with Attachment
A of this form will be recorded with all required permit conditions, and that to the best of my knowledge the
proposed pro)ect complies wit t} requirements of ISA NCAC 2H .1000.
Date: 1 J
Form SWU-101 April 1998 Page 3 of 4

ATTACHMEN`1' A
1. Deed Restriction Language
The following statements must be recorded for all low density projects and for all projects that involve the
subdivision and sellin of lots or outparcels: _
.lit Parcel #1 1. No more than square feet of any lot, including that portion of the right-of-way between the
43 398.59 SF edge of pavement and the front lot line, shall be covered by impervious structures including
)it ,398.5 !l2 asphalt, gravel, concrete, brick, stone, slate or similar material but not including wood decking or
"t Parcel SF the surface of swimming pools. This covenant is intended to insure continued compliance with the
oat Parcel it3 stormwater permit issued by the State of North Carolina. The covenant may not be thhaan el or
37,M 22 SF deleted without the consent of the State. (� out parcel mast provide it's aaa cc ticn systan ditches
Xat Parcel 14 cr piping to tl-je ford W of the part. Caagctim into any oars Fart of the pail is rot perndtte3. )
42,917.00 SF 2. No one may fill in, pipe, or alter any roadside swale except as necessary to provide a minimum
Tut pawl l5 driveway crossing.
37,764.lA
N&E: If lot sizes vary significantly, the owner/developer must provide an attachment listing each lot
number, size and the allowable built -upon area for each lot.
For commercial projects that have outparcels or future development the following statements must also be
recorded:
3. The connection from the outparcel or future area into the stormwater system must be made into the
forebay such that short-circuiting of the system does not occur.
4. All built -upon area from the outparcel or future development must be directed into the permitted
stormwater control system.
5. Built -upon area in excess of the permitted amount will require a permit modification prior to
construction.
For curb outlet systems, the following statement in addition to items 1 and 2 above must be recorded:
6. No orie may pipe, fill in or alter any designated 100 foot long grassed swale used to meet the
requirements of NCAC 2H .1008(g).
2. Supplement Forms
The applicable supplement form(s) listed below must be submitted for each BMP specified for this project:
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Nutrient Management Strategy Supplement
3. Permit Application Fees (check made payable to NCDENR and submitted to the appropriate Regional
Office)
Type of Permit
Low Density
High Density
Other
Director's Certification
General Permit
New, Modification, or
Late Renewal
$225
$385
$225
$350
$50
Timely Renewal Without
Modification
n/a
$225
n/a
n/a
n/a
Form SWU-101 April 1998 Page 4 of 4

Permit No. SWI Q 60 ((i
(lobe provided by 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 for use as an original
D)M Stormwater Management Plan -Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement
1. PROJECT INFORMATION (please complete the fallowing informalion):
Wallace J. Conner Property (Retention Pond for Out Parcels
Project Name: ill . (l 2 . (l 3 . # 4 and it 5 )
Contact Person: Glenn Tew Phone Number [phone]
For projects with multiple basins, specify which basin this worksheet applies to:
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
Permanent Pool Strrface Area
Drainage Area
Impervious Area
Permanent Pool Volume
Temporary Pool Volume
Foebay Volume
SA/DAt used
Diameter of Orifice
Design TSS Removal
26.0 ft
33.5 ft.
35. 5 ft.
10,135 sq. ft
5.38 ac.
4.84
ac.
38,413 cu. ft.
23.�i(2,J/�, cu. ft.
6 , 064 cu. ft.
0.033
2 in.
90 %
II. REQUIRED ITEMS CHECKLIST
(average elevation of the 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)
(surface area to drainage area ratio)
(85% TSS removal required, we item k below)
The following checklist outlines design requirements per the Stormwater Best Manigement Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) 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.
Form SWU-102 January 1998 Page 1 of 2

Applicants Initials
JGT a. The temporary pool controls runoff from the 1 inch storm event.
b. The basin length to width ratio is greater than 3:1.
JGT c. The basin side slopes above the permanent pool are no steeper than 3:1.
JGT d. A submerged and vegetated perimeter shelf at less than 6:1 is provided (show detail).
JGT e. Vegetation above the permanent pool elevation is specified.
f. An emergency drain is provided to empty the basin.
JGT g. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
JGT h. The temporary pool draws down in 2 to 5 days.
JGT i. A trash rack is provided for both the overflow and orifice.
JGT j. The forebay volume is approximately equal to 20% of the total basin volume.
JGT k. Sediment storage is provided in the permanent pool.
JGT 1. A 30-foot vegetative filter is provided at the outletz (include erosive flow calculations)
m. Recorded drainage easement for each basin including access to nearest right-of-way.
JGT n. A site specific operation and maintenance (O&M) plan is provided.
JGT o. A vegetation management/mowing schedule is provided in the O&M plan.
JGT p. Semi-annual inspections are specified in the O&M plan.
JGT 9. A debris check to be performed after every storm event is specified in the O&M plan.
JGT T. Specific clean -out benchmarks are specified in the O&M plan (elevation or depth).
JGT s. A legally responsible parry is designated in the O&M plan (include name and title).
JGT t. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin.
1 When using the Division SA/DA tables, the correct SAMA 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.
2 The requirement for a vegetative filter may be waived if the wet detention basin is designed to meet 90% TSS removal.,
3 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
Form SWU-102 January 1998 Page 2 of 2

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State of North Carolina
Department of Environment
and Natural .Resources
Wilmington Regional Office
.lames B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
September 21, 1998
Mr. Glenn Tew, P.E.
Godwin-Jordan-Tew & Associates, P.A.
PO Box 249
Dunn, NC 28335
fflqVVK;WF
r� J A
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980716
Wallace J. Conner Property
Carteret County
Dear Mr. Tew:
The Wilmington Regional Office received a Stormwater Management Permit Application for Wallace
J. Conner Property on July 15, 1998. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
1. Please complete and return Page 4, item #1 concerning the amount of built -upon area each
outparcel is limited to. The calculations indicate that 90% will be used. Please also add a
statement to page 4 that each outparcel must provide it's own collection system ditches or
piping to the forebay of the pond. Connection into any other part of the pond is not permitted.
2. Lack of space is not sufficient justification to allow a pond with less than a 3:1 L:W ratio.
Additional surface area and storage volume on the order of 25 % or more would be sufficient
justification.
3. Due to the coast's flat topography, it is acceptable to state that a portable pump will be used
its the emergency drain.
4. Please provide a copy of the 404/401 wetlands fill permit for the wetlands to be displaced by
the proposed pond. Stormwater treatment devices cannot be located in wetlands.
5. Please indicate the easement area on the plans. The permit will require that the easement be
recorded prior to selling any of the outparcels.
6. State pond sizing charts allow depths up to 7.5', so don't worry about the 6' requirement.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50 % recycled/10% pust-consumer paper

Mr. Tew
September 21, 1998
Stormwater Project No. SW8 980716
7. The calculations indicate that the orifice is 2.5", but the plans only show a 2" orifice. Please
correct and send revised plans or calculations. A 2.5" orifice would be too large for the
volume held between 33.5 and 35.5. See #8 below.
S. The application and plan details indicate that the temporary pool elevation is 35.5,, but your
storage volume calculations are based on elevation 37. If 35.5 is the storage elevation, ie.,
the elevation that the runoff accumulates to prior to discharge over the tee section, then the
storage calculations must use 35.5 to determine the volume provided in the pond. If 37 is the
storage elevation, please revise the plan details.
9. Your outlet detail is very confusing. The way it is drawn, it looks like the 12" tee section
extends all the way to the top of the trash rack, ie., elevation 37, not 35.5. Please clarify.
10. Please provide the surface area at the storage elevation.
11. Please add the forebay to the section view of the pond. Ideally, the section view is where you
show the forebay bottom elevations, slopes, vegetated shelf, bottom, permanent pool and
design pool elevations.
12. Please provide Mr. Conner's mailing address. Addresses in care of are not permitted.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to October 21, 1998, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee. If you have any questions concerning this matter please feel free to call me at (910) 395-
3900.
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\980716.SEP
cc: Linda Lewis
Wallace Conner
Central Files

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
1. GENERAL INFORMATION
I. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Wallas T Con=
2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and
its compliance):
Wallace J. Conner, Owner
3. Mailing Address for person listed in item 2 above:
Raleigh
State NC 27619-8706
Telephone Number. ( 919 1 782-4798
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on
plans, specifi;ations, letters, operation and maintenance agreements, etc.):
Wallace J. Conner property out parcels #1, #2, #3, #4, and #5
5. Location of Facility (street address):
7075 Hwy. 70
NP�7DO N County: Carteret
6. Directions to facility (from nearest major intersection):
Located in the northwest quadrant at intersection of SR 1124 (none foot road) and'
7. Latitude: 34 47' 59.8" Longwde -76 45' 31.1" of facility
8. Contact person who can answer questions about the facility:
Nam Glenn TeW 910 892-5159
Telephone Number. ( )
II. PERMIT INFORMATION:
I. Specify whether project is (check one): x 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 number_ N/A and its issue date (if known)
Form SWU-101 April 1998
Page 1 of 4

3. Spec;r; the type of project (check one):
_Low Density _x High Density _Redevelop _General Permit
4. Additional Project Requirements (check applicable blanks):
_CAMA Major —Sedimentation/Erosion Control _404 Permit
III. PROJECT INFORMATION
_Other
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 out parcels will be required by deed restriction to design their stone water
collection systems to drain by sheet flow or by pipe flow to the far bay area of the
proposed permanent retention pond as designed.
2. Stormwater runoff from this project drains to the
Newport River
River basin.
3. Total Project Area 5.38 acres 4. Project Built Upon Area, 90 %
5. How many drainage basins does the project have? I
6. Complete the following information for each drainage basin. If there are more than two drainage basins in
the project, attach an additional sheet with the information for each basin provided in the same format as
below.
,Basra ififormahon
Receiving Stream Name
Drarria'"e Basra 1 „
Newport River
. aDrama e `Sasm7-"
Receiving Stream Class
C
Drainage Basin Area
approx. 0.6 ac.
Existing Ira ervibus' Area
none -
Proposed Ira ervious" Area
4.84 ac
% Impervious* Area (total)
90
Ira envious Surface,Area
On -site Buildings
��Dra�nage,Eannyl�^�ta?? �
. a ' �`$ann 2 �"
tl3?Drainag?:��,..
On -site Streets
On -site Parking
On -site Sidewalks
Other on -site
Off -site
Total:
E= 4.84
E_
irnperuivus area is aginea as me bunt upon area including, but not limited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.
7. How was the offsite impervious area listed above derived? NA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded.
Form SWU-101 April 1998 Page 2 of 4

- By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the items required by the permit, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual pr firm so that they may provide
information on your behalf, please complete this section:
Designated ageit(individual orfirm): Godwin-Jordan-Tew & Associates PA (Johnny Glenn Tew)
MailingAddm� P.o. Box 249
City. Ihtnn State NC Znp:28335
Fax( 910 ) 483-1489
VI. SUBMITTAL REQUIREMENTS
This application package will not be accepted by the Division of Water Quality unless all of the applicable
items are included with the submittal
1. Please indicate that you have provided the following required information by signing your initials in the
space provided next to each item.
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form JGT
• One copy of the applicable Supplement Form(s) for each BMP (see Attachment A) JGT
• Permit application processing fee (see Attachment A) JGT
• Two copies of plans and specifications including: JGT
• Detailed narrative description of stormwater treatment/management JGT
• Two copies of plans and specifications, including: JGT
. 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, parking, cul-de-sacs, sidewalks, and curb and gutter
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage basins delineated
- Vegetated buffers (where required)
VII. APPLICANTS CERTIFICATION
I, (print or type name of person listed in General Infornwtion, item 2) Wallace J . Conner
certify that the information included on this permit application form is correct, that the project will be
constructed in conformance with the approved plans, that the deed restrictions in accordance with Attachment
A of this form will be recorded with all required permit conditions, and that to the best of my knowledge the
proposed project complies wit}) th)�,rlequirements of 15A NCAC 2H .1000.
Date: �� /
Form SWU-101 April 1998 Page 3 of 4

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

GODWIN-JORDAN-TEW & ASSOCIATES P.A
ENGINEERING, SURVEYING & PLANNING .
102 WEST BROAD STREET (ZIP 28334) j
P.O. BOX 249
DUNN, N.0 28335 /
Ronnie L Jordan. RLs. ZFQ'' w�D phone: Fad eKer ille 910-i83. Joe F.Godn•in. Sr.. P.E.. R.Ls. lab'
Johnny Glenn Ten•, P.E. J U L15 998 Dunn 910-892-515,
Fax Number. 910483.148"
LETTER OF TRANSMITTAL
Attemion:_`.incla hew;s /E��ir ENal.ety �) Date: 7 I /3 % 9 S
Company 1,4, C , p . E /� /� , Location:
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We Transmit: —bG Herewith
_v In accordance With
Your Request
The Following: Drawings Prefiminary Test Results
For Your: _Approval use
No. Sets/ Date
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Review & Comments
Description
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