SW8021217_COMPLIANCE_20040426

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

J -y
OF WATF�4 Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
,,OA M6 North Carolina Department of Environment and Natural Resources
CO wl�
r—� Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, De uty Director
Division of Water Quality
April 26, 2004
Mr. Thomas S. Bennett, Managing Partner
Clearwater on Country Club Development Corporation
3100 Arendell Street
Morehead City, NC 28557
NOTICE OF INSPECTION:
Clearwater on Country Club
Stormwater Project No. SW8 021217
Carteret County
Dear Mr. Bennett:
Please find attached a copy of the completed form entitled "Stormwater Compliance
Inspection Report". The report summarizes the findings of a recent inspection of the
project's stormwater controls conducted on April 21, 2004 to determine compliance with
Stormwater Permit Number SW8 021217 issued on June 2, 2003.
A summary of the findings and comments are noted under Section 4 of the report.
Please inform this Office in writing before May 26, 2004, of the specific actions that will
be undertaken and the time frame required to correct the deficiencies. Failure to provide
the requested information, when required, may initiate enforcement action. If you have
any questions please contact me at the Wilmington Regional Office, telephone number
[phone].
Sincerely,
Gary Beecher
Environmental Technician
RSS/ghb: S:1WQSISTORMWATIINSPECT1021217
cc: Wilmington Regional Office
Gary Beecher
N. C. Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
[phone] Customer Service
[phone] Fax [phone]
1�
NCDENR

STORMWATER COMPLIANCE INSPECTION REPORT
2
Project Name: Clearwater on Country Club
Project Number: 021217 Control Measure: Wet Pond
Water Body: Calico Creek Classification: "SC"
Directions to site: Country Club Road in Morehead City
Inspection Date: April 21, 2004
Weather Conditions: Warm and Dry (70's)
3. Compliance Issues:
Y N
❑ ❑ The drainage area (including offsite) and built -upon area to the permitted
system are per the approved plan. No unpermitted offsite drainage enters
the system.
❑ ❑ All'the built -upon area associated with the project is graded such that the
runoff drains to the system.
❑ ❑ For ponds/infiltration, the outlet/bypass structure relative elevations are
per the approved plan. (Must be verified via as -built survey if in question).
❑ ❑ The inlets and outlet structure are located per the approved plans and do
not cause short-circuiting.
❑ ❑ A trash rack is provided over the outlet weir and orifice.
❑ D4 All. slopes are grassed with permanent vegetation and are not eroding.
❑ ❑ Vegetated slopes are no steeper than 3:1.
❑ ❑ The approximate amount of permitted surface area has been provided.
(Must be verified via as -built survey or designer's certification.)
❑ ❑ Required drawdown devices are correctly sized per the approved plans.
All required design depths are provided.
❑ ❑ All' required parts of the system are provided, such as a vegetated shelf,
and a forebay.
❑ The designer's certification has been submitted.
❑ ❑ The required deed restrictions are correctly recorded and submitted.
❑ ❑ The number of lots or outparcels is per the permitted amount.
❑ ❑ The built -upon area on the lots or outparcels does not appear to exceed
the maximum amount (must be verified via as -built survey if in question)
❑ ❑ Curb outlet swales are constructed, located properly, are 100' long and
have dense vegetated cover.
❑ ❑ The road, cul-de-sac, parking lot and sidewalk widths are per the
approved plan.
❑ Required maintenance is being performed.
❑ ❑ Outparcels have their own offsite permit.
❑ ❑ For low density projects, roadside swales are 3:1, vegetated and stable.
❑ ❑ For low density projects, there are no unpermitted pipes on the project.

4. Required Actions: (Explain each deficiency and what needs to be done to bring
the system back into compliance)
(a) The trash rack on the outlet structure is not complete. The grate functions well
and looks good, however, there is a large opening above the grate. This
opening must also be covered with a grate. The opening will allow trash to
enter the outlet structure.
(b) The slopes of the pond need to be grassed. The grass will help stabilize the
slopes and keep them from eroding.
(c) There is an abundance of construction generated trash within and around the
pond.. This trash can also be seen in the protected 404 wetlands onsite. Trash
pickup must be included in your regular maintenance schedule. The trash is
not only an eyesore, it can also effect the efficiency of the pond system by
clogging the outlet orifice.
(d) The silt fences onsite are in a state of disrepair. These must be fixed
immediately. Sediment has entered the wetlands on and offsite due to the poor
condition and installation of the silt fences.
Inspector: Gary Beecher
Water Quality/Wilmington Regional Officel(910) 395-3900 Ext 222
RSS/ghb: S:IWQSISTORMWATIINSPECT1021217.Apr04

WET DETENTION POND ANALYSIS
FILE NAME:
PROJECT #: SW8 021217-1 Pond 1
PROJECT NAME: Clearwater on Country Club
G:\DATAIWPDATA\WQS\POND\021217-l.WK1
REVIEWER: L. Lewis
DATE: 23-May-03
Receiving Stream: Calico Creek Class: SC
Drainage Basin: White Oak Index No. WOK03 21-32
Site Area 4.83 acres
Drainage Area 4878T OD:.: square feet Area in Acres 1.12
IMPERVIOUS AREAS
Buildings
Asphalt
Sidewalks
TOTAL
SURFACE AREA CALCULATION
% IMPERVIOUS 59.82%
Des. Depth 4
TSS: 90
Rational C
11326.00 square feet
14810.00 square feet
3049.00 square feet
square feet
square feet
square feet
299854:< square feet
Rational Cc= 0.08
SA/DA Ratio 5.28%
Req. SA 2577 sf
Prov. SA ::::::::::;2862<' sf
VOLUME CALCULATION * place a "1" in the box if Rational,is used
Rational ?*
I
FOREBAY
Des. Storm
1 fJO ;
inches
Perm. Pool Volume=
5850
Rv=
0.588
Req. Forebay Volume=
1170
Bottom
5.33
msl
Provided Volume=
1188.00
Perm. Pool
:9 33.
.......... ............ ::'
msI
Percent=
..0.°!a
Design Pool
10.33
msl
Storage met @elev 9.98
msl
Elevation Area
Inc. Vol. Acc. Vol.
Req. Volume
392
cf
9.33 2862,00
Vol. Prov. at DP
3687:'';
cf
10.33 4512.00
3687.00 3687.00
ORIFICE CALCULATION
Avg. Head =
0.48
ft
Q2 Area = 0.59
sq. inches
Flow Q2, cfs
0,014
cfs
Q5 Area = 0.24
sq. inches
Flow Q5, cfs
0.006
cfs
Orifice Area 0.44
sq. inches
No. of Orifices
::.:;l::<
Q= 0.010
cfs
Diameter, inches
75..:
weir H x W
:..:. in x
in
Drawdown =
2 7
days
Surface Area @DP =
4512 sq. ft.
Falling Head Drawdown =
5.8 days
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines

.:: I Y%LJUU L NU1NC:L:.11(11VU, Y.K.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
SHEET NO.
OF
v
CALCULATED BY
_
DATE
CHECKED BY
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SCALE

State,of'North Carolina.
D-6partment of Environment
an`d -Natural Resources} '
Wilmington Regional Office
Division of -Land Resources '
Land Quality,Section
Michael F. Easley, Governor
William G. Ross Jr.,' Secretary L.
Ca-DENR
. • `'NOAni CA3i0uNA DEP�RTME!!C o�`,ri., � : ���',t+'�``. Y.%3 r �sti
EwRoNmr� AND NAZfRAL A[ssorci5 •f
04
November 14, 2003 V ,�
NOTICE OF VIOLATIONS OF THE
_ SEDIMENTATION POLLUTION CONTROL ACT
CERTIFIED MAIL'7003 0500 0004 8598 1116
RETURN RECEIPT REQUESTED
Clearwater on Country Club Development Company, LLC
Mr. Thomas Bennett
3100 Arendell Street
Morehead City NC 28557
Project Name: Clearwater Country Club
Project No. Carte-2003-154
Carteret County
Dear Mr. Bennett:
On November 1 3, 2003, personnel of this office inspected a project located on Country Club .Road in
Carteret County, North Carolina. This inspection was performed to determine compliance with the North
Carolina Sedimentation Pollution Control Act of 1973. The inspection revealed a land -disturbing activity of
approximately 4.83 acres being conducted. -
It is our understanding that you and/or your firm are responsible for this land -disturbing activity. The
purpose of this letter is to inform you that this activity was found to be in violation of the Act, NCGS 1 13A-50
to 66, and Title 1 5A, North Carolina Administrative Code, Chapter 4. If you feel that you are not .responsible
for the following violations, please notify this office immediately.
The violations that were found are:
1 . Failure to conduct a land -disturbing activity in accordance with the provisions of an
approved erosion and sedimentation control plan. G.S. 113A-61.1.
As stated_in the approved .plan, the stormwater pond and collection system is_to_be_utilized.as.a_•_•;,,
sediment basin during the construction phases of the project. At the time of the inspection, the
stormwater pond had been constructed, but the collection system had not been installed. -Additional
grading activities that have taken place prior to the installation of the collection system _'are in;
violation of approval condition #9 stated on the letter of approval.
The erosion and sedimentation control plan approved by this office on Januar-y 27, 2003;'` m' u'sfbe
immediately implemented on the site sufficient to restrain Off -site sedimentation, or if that plan can
„-
no longer "address the field conditions,''submit to" this office a revised plan that addresses-current",'..-4+;.;y
erosion and sediment control
Mi •` t `- {
E t Kea"m 5 �� t ,5X3, � • ti <
127 Cardinal 0rrve Extens:an, Wilmington, N C g28405 3845 *Telephone [phone] a Fax [phone]
`4'`�An Equal OpportunityAft3rmative"-

Mr. Thomas Bennett -�
November 14, 2003
f I Page Two ,..
2. Failure on a tract of .more than, one acre, when more than one acre is uncovered, to .provide a
permanent ground cover sufficient to restrain erosion on such exposed areas within 15 working days
90 calendar days, whichever is the shorter after completion of construction or development. G.S.
1 13A-57(3) and 1 5A'NCAC 413.0107(b).
Adequate groundcover sufficient to restrain erosion had not been provided to graded or exposed areas.
- 3.- - -Failure -on a tract of, more than -one acre,- when more than one acre is uncovered, to install
sedimentation and erosion control devices sufficient to.retain the sediment generated by the land -
disturbing activity within'the boundaries of the tract during construction upon and development of the
tract. G.S. 113A-57(3).
Off -site sedimentation had occurred in several locations including wetlands in the northeast portion
of the tract and along the eastern boundary adjacent to proposed building G.
4. Failure to take all reasonable measures to protect all public and private property from damage by such
land disturbing activities. 15A NCAC 4B.0105.
All reasonable measures were not taken to protect adjacent public and private property from damage
by land disturbing activities.
5. Failure to retain along a lake or natural watercourse a buffer zone of sufficient, width to confine visible
siltation by natural or artificial means within the 25 percent of that portion of the buffer zone nearest
the land -disturbing activity. G.S. 113A-57(1).
The buffer zone is not adequate in areas where off site damage has occurred to wetlands.
6. Failure within 15 working days of 30 calendar days (whichever period is shorter) of completion of any
phase of grading to plant or otherwise provide exposed, graded slopes or fills with ground cover,
devices, or structures sufficient to restrain erosion. G.S. 113A-57(2).
Slopes throughout the project have been left exposed. There has been no effort to provide groundcover
to graded slopes.
7. Failure to maintain satisfactorily all temporary and permanent erosion and sedimentation control
measures and facilities during the development of a -site.-15 NCAC 4B.01 13.
Silt fence has not been properly maintained and has exceeded 50% of its capacity in various areas.
To correct these violations, you must:
i . Construct stormwater pond and collection system as detailed on the approved plan.
2. Provide adequate groundcover to all exposed and graded areas.
3. Install sedimentation and erosion control devices sufficient to retain sediment generated by land
disturbing activities.

r•YI,I---
- t ,�,,�^ra.. ''.s 41 d.. -
•� -1 psi
. Mr. Thomas Bennett
November 14
2003
'Page-Threej.
,
4.
Take all reasonable measures to protect public and private property from damage as a? result
-
of land disturbing activities.
5.
Provide adequate buffer zones along wetlands.
- 6.
Provide groundcover sufficient to restrain erosion on exposed, graded slopes
or fills. ' ~Y
_ 7.
Repair and restore damaged and overloaded silt fence.
Please note that merely planting grass seed does not satisfy the requirements of "vegetative cover"
or of':"ground cover sufficient to restrain erosion. These requirements are not satisfied until a standing cover
of grass or other ground cover is established which is, in fact, sufficient to restrain accelerated or man-made
erosion.
The initial one day civil penalty could be an assessment of up to $5,000.00. A time period for
compliance is not required for this initial one day civil penalty pursuant to NCGS 113A-61.1 (c) and NCGS
113A-64(a)(1). An initial one day civil penalty is being considered for this project.
If the violations described in this Notice are not corrected within 20 days following your receipt of this
Notice, the Division of Land Resources may take additional appropriate legal. action against you pursuant to
NCGS 1 13A-64. That action could be the assessment of additional civil penalties and may result in :the
initiation of other remedies as prescribed by the Act. If additional civil penalties are assessed for the violations,
the amount may be up to $5,000.00 per day for each day of the violation pursuant to NCGS 133A-64(a)(1).
If all violations are corrected within the time period specified for compliance, additional civil penalties or legal
remedies will not be pursued.
Any new land -disturbing activity associated with this project should not begin until the area presently
disturbed is brought into compliance with the Act. When corrective actions are complete, you should notify
this office so that the work can be inspected. You should not assume that the site is in compliance with the
Act until we have so notified you. In addition, once compliance has been achieved, all installed measures must
be satisfactorily maintained until development is complete and -the site is fully stabilized to avoid further
violations of the Act.
-- -- -� We solicit your cooperation, and would like to avoid taking further enforcement action. At the same
time, it is your responsibility to understand and comply with the requirements of the Act. Copies of the
relevant statute and administrative rules may be examined at this office or will be sent to you upon request.';
Should you have questions concerning this Notice or the requirements of the Act, please contact either Trentt
James or me at your earliest convenience.
.. - a s - - . , m ^n-� � �. -.lc•' T[ r-nF : ':`� .kr- W *.' •, --.r ' ... -- - _ —ti

Mr. Thomas Bennett.
November 14,- 2003
Page Four
Please do not hesitate to contact me regarding any questions you might have about this matter.
Sincerely,
PDarn�iela&..,E.
Regional Engineer
DES//bfr
cc: Sedimentation Specialist
WiRO-LOS
DWO Supervisor•WiRO
Enclosure: Inspection Report
,r
- �. ' � ,� � - y=3 dryµ•

31!
r : NORTH CARO
I A AID M 1111177 RF
Person Financially Responsible:
Address: 3100 Aas.yr)r-,I
)EPARTMENT OF ENVIRONMENT AND NATURAL 'RESOURCES
127 Cardidal Drive, F,1., Wilmington, -NC 28405-3845 [phone]
t.'ef42\414mt am 0_r1U,Aj-rt'.\ %ver Basin H I l
'Project"#.'- A a,*. - 7- 4 < Y-A
.J. Project Location_4 _I-T-Qk• t t,?, rk Pictures: No 0 Yes"IEr".,
-- �''iVideo 0-
0 Dig. Slides Prints D.Digital
2, Weather and Soil CGndi65ns L, Aj
3. is site currently under notice of violati6h? . Yes No
.0
4. Is the site in compliance with the S.P.C.A. and the rules? Yes 0
No if no, check violations below:"
.5. Violations:
0 a. No approved plan, d S, 113 A-5 7(4) and 15A NCAC 4B4O007(c)
grg, Inadequate buffer zone, G.S. 113A-57(i)
Xb. Failure to follow approved plan, G.S. I I 3A-6 1.1
Cl h. Graded slopes and fills too steep, G.S. 113A-57(2),
0 c. Failure to submit revised plan, G.S. 113A -54.1(b) and
or 15A NCAC 4B.0024 (d)
15A NCAC 4B.0018(a)
i. Unprotected exposed slopes, G.S. 113A-57(2)
p(d. Failure to provide adequate groundcover, G.S. 113A-57(3) and
Kj. Failure to'maintain erosion control measures,
15A NCAC 4B.0007(b) or I SA NCAC 4B.0024(e)
I SA NCAC 4B.0013
insufficient measures to retain sediment on site, G.S. I 13A-57(3)
0 k, Other(describe)
f. Failure to take all reasonable measures, 15A NCAC 4B.0005
I
; 5
A
6, NPDES Permit Violation? Yes P No 0 Describe �, / . 1). C ,
7. Has sedimentation damage occurred since last inspection? Yes )Rr
If yes, where? (check all that apply): No 0
Lake/natural watercourse on the tract;" Lake/natural watercourse off the tract 0 Other property Z'
Description: ()I e C ( tr-2) td,( Q ft, t -f TD A ID-INC,"T
f 2,0 cl- An.f —�- VJ F-! L A "'i
Degree of damage: Slight 0 Moderate 10 Severe El
8, Contact made with (Name) I
Title
-------
Inspection Report given 0 or sent ,'Rr to Person Financially Responsible Date given/sent
9. Corrective actions needed:
I?,&) kj /A M r(
CC
Cco. 6L rz) e, P ce, I-) mc)
C, S
It 7 CPA CS7;10
E xr. ( SS) V Ci-,) 7�Ep 4- E a- 0 Le P 65
L L: -7t
10, Comments: A NU-1 VIC, A 7-r-14 VVII L SE T-H ie T
Report by:_///,-,vn— Alm cr Others present
Date of Inspection: Time arriving at site: Z 7. 30 Time leaving site: Ad
cc:
C

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Land Resources
Land Quality Section
Michael F. Easley, Governor
William G. Ross Jr., Secretary
January 8, 2003
i
? A,*
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANc) NATURAL RESOURCES
NOTICE OF RECEIPT OF EROSION & SEDIMENTATION CONTROL PLAN
Clearwater on Country Club Development Corporation
Mr. Thomas Bennett
3100 Arendell Street
Morehead City NC 2855,7
Dear Mr. Bennett:
This office has received a soil erosion and sedimentation control plan for the project listed below which was
submitted as required by the North Carolina Sedimentation Pollution Control Act (NCGS 113A-57(4)j.
Please be advised that this Act requires that all persons disturbing an area of one or more acres of land must
obtain approval of a soil erosion control plan prior to the commencement of said land disturbing activity (NCGS 11 3A-
54(d)(4)]. The act further states that this plan must be filed a minimum of 30 days prior to the activity and the
approving authority must approve or disapprove the submitted plan within 30 days of receipt. Failure of the approving
authority to approve or disapprove the submitted plan within the 30 day period will be deemed approval of the plan.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to the approval of
an erosion and sediment control plan is a violation of the Act.
A copy of any erosion and sediment control plan which could involve the utilization of ditches for the purpose
of dewatering or lowering the water table is forwarded by this office to the Division of Water Quality (DWQ), It is
suggested that you contact the Division of Water Quality at [phone] if the ditches shown on your plan will
lower the water table.
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance with Federal
and State water quality laws, regulations and rules.
If you have questions, please do not hesitate to contact this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this project.
Sincerely,
Janet L. Paith, CPESC
Environmental Technician
JLP/bfr
cc: Kevin Kuhn; Stroud Engineering, PA
WiRO-LQS
PROJECT NAME:
Clearwater Country Club
PROJECT NUMBER:
CA-03154
LOCATION:
Country Club Road - Stroud Engineering County
RIVER BASIN:
White Oak
SUBMITTED BY:
Stroud Engineering
DATE RECEIVED BY LQS:
January 8, 2003
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

ff�am
-1
RECEIV��
DVIQ
0
fp,fRtoj #

Michael F. Easley, Governor
William G. Ross Jr.. Secretary
North Carolina Department of Environment and Natural Resources
Alan W. KIimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
December 8, 2003
CERTIFIED MAIL 7002 0860 0007 9268 9644
RETURNED RECEIPT REQUESTED
Mr. Thomas S. Bennett, Jr., Managing Partner
Clearwater on Country Club Development Corporation,
3100 Arendell Street
Morehead City, NC 28557
Subject: NOTICE OF VIOLATION
Stormwater Management Permit Violation
401 Water Quality Certification Violation
NPDES Stormwater Permit Violations
Clearwater on Country Club
Carteret County
Dear Mr. Bennett:
On November 19, 2003, Noelle Lutheran of the Division of Water Quality (DWQ) Wilmington
Regional Office investigated a complaint at your site located off Country Club Road in Morehead City,
Carteret County.
The inspection and a DWQ file review revealed the following violations.
1 • Failure to comply with State Stormwater Management Permit No. SW8 021217;
2• Failure to comply with conditions of General Water Quality Certification No. 3402;
3- Failure to comply with conditions of General NPDES Stormwater Permit No. NCG010000.
Ite�I`State Storm�vater_14ianagement Permit Na. SW8 021217 Violations
The project has been found in violation of Stormwater Permit Number SW8 021217, issued pursuant
to the requirements of 15A NCAC 2H.1000. The violations found are:
Fart 11. Section 1 - The stornrwater management system shall be constnrcted in it's entirety, vegetated and
Operationalfor its intended use prior to the construction of any built -upon surface.
Three buildings are under construction and the stormwater collection system has not been installed.
Pond 41 has been excavated, but has not been built according to the approved plan.
Part 11, Section 2 - During construction, erosion shall be kept to a minimum and any eroded areas of the
system tivill be repaired inzinediately.
The sideslopes of the pond are eroding, and sediment is discharging into Section 404 Wetlands.
N' C• Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilnungton Regional Office Wilmington, NC 28405 [phone] Fax [phone]
VA
`IC1)Efi :i

41 .Z
Page Two 1
Mr. Bennett
December 8, 2003
item Il. general Water Quality Certiticakion Condition Violation
The project has been found in violation of General Water Quality Certification No. 3402, issued
pursuant to the requirements of 15A NCAC 2H .0500. The violations found are:
Part 9 - Placement of culverts and other structures in waters, streams, and wetlands must be
placed below the elevation of the streambed to allow low flow passage of water and aquatic life unless it
can be shown to DWQ that providing passage would be impractical. Design and placement of culverts
including open bottom or bottomless arch culverts and other structures including temporary erosion
control measures shall not be conducted in a manner that may result in aggradation, degradation or
sign f cant changes in hydrology of wetlands or stream beds or banks, adjacent to or upstream and down
stream of the above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested to do so in writing by DWQ. Additionally, when roadways, causeways or other
fill projects are constructed across FEMA -design a tedfloodways or wetlands, openings such as culverts
or bridges must be provided to maintain the natural hydrology of the system as well as prevent
constriction of the floodway that may result in aggradation, degradation or significant changes in
hydrology of streams or wetlands;
it appears that the culvert has not been properly constructed.
Part 10 - That appropriate sedintent and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control Planning and
Design Manual" or the "North Carolina Surface Mining Manual" whichever is more appropriate
(available from the Division of Land Resources (DLR) in the DENR Regional or Central Offices) shall be
in full compliance with all specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to assure compliance with the appropriate
turbidity water quality standard;
Erosion control devices have not been properly installed or maintained on site. Failure to comply
with this condition has resulted in the unauthorized discharge of till material into Section 404
Wetlands.
In addition, a NPDES Stormwater Permit No. NCGO 10000 compliance inspection was conducted in
response to a Sedimentation Inspection Report sent to DWQ by the NC Division of Land Resources
(DLR)• The site inspection and the subsequent review of DLR's Sedimentation Inspection Reports
revealed the following violations of NPDES Stormwater Permit NCG010000 issued pursuant to the
requirements of NC GS 143-215.1:
Item Ill• NPDES Stormwater Permit No. NCGOlO00O Condition Violations
Part I Section A part 2 - The Permittee shall implement the plan, which has been approved by the
approval at►thority. The approved plan is considered a requirement or condition of this general permit.
Deviation frog the The
plan, or approved amendment to the plan, shall constitute a violation of the
terms and conditions of this general permit except that deviation from the'approved plun will be allowed
(1) to Correct all emergency situation where sediments are being discharged off the site or (2) when minor
modifications have been made far the purpose of improving the performance of the erosion and
sedimentation control measures and notification of the minor modification has been made to the Division
of Land Resources (or approved local program). Such a deviation from the approved plan shall be noted
on the approved plan maintained at the job site. During active construction, a copy of the approved plan
shall be maintained on the site.
The site was found in violation of the Approved Sedimentation and Erosion Control Plan on four
occasions. The violations included failure to follow the approved plan, insufficient measures to
retain sediment on site, failure to take reasonable measures, inadequate buffer zone, graded slopes
and fills too steep, unprotected exposed slopes, and failure to maintain erosion control measures.

Page Three
Mr. Bennett
December 8, 2003
Part I, Section B, Part 1. 2, and 3 -
(1) All erosion and sedimentation control facilities shall be inspected by or under the direction of the
permittee at least once every seven calendar days (at least twice every seven days for those facilities
discharging to waters of the State listed on the latest EPA approved 303(d) list far construction related
indicators of impairment such as turbidity or sedimentation * *) and within 24 hours after any storm event
of greater that 0.5 inches of rain per 24 hour period. A rain gauge shall be maintained on the site and a
record of the rainfall amounts and dates shall be kept by the permittee (** The latest approved list may be
obtained froin the Division of Water Quality, orfron the following website location:
http: //li20: enr. stcite. nc. iutslstilconstructi on3O3d).
(2) Once land disturbance has begun on the site, stormwater runoff discharges shall be inspected by
observation for stormwater discharge characteristics as defined below at the frequency in #1 above tc
evaluate the effectiveness of the pollution, control facilities or practices. If any visible sedimentation is
leaving the disturbed limits of the site, corrective action shall be taken immediately to control the
discharge ofsediments outside the disturbed limits.
(3) The operator shall keep a record of inspections, Visible sedimentation found outside of the disturbed
limits shall be recorded and a brief explanation kept with the records as to the measures taken to control
future releases. Any measures taken to clean tip the sediment that has left the disturbed limits shall also
be recorded. These records shall be made available to DWQ or authorized agent upon request.
A rain gauge is not being maintained on the site• It appeared that no written records are being
kept. It also appears that visual inspections have not been performed and corrective action has not
been taken to control the discharge of sediments.
This Office requires that violations, as detailed above, be corrected immediately. Please note, these
violations and any future violations are subject to civil penalty assessment of up to $25,000.00 per
day for each violation. This Office requests that you respond to this letter, in writing, within 15 days of
receipt of this Notice. Your response should address or include the following items:
1). Your efforts to install all erosion control measures according to your approved plan and
come into full compliance with IdHC Soil Erosion and Sedimentation Control Ordinance;
2). Your efforts to maintain a rain gauge on site and keep records of the rain fall in addition
to maintaining written records of inspections of all erosion control measures and
stormwater runoff discharges once a `Week and after each 0.5 inches of rain in a 24 hour
period;
3). Your efforts to come into full compliance with the NPDES Storm Permit No.
NCG010000; should include removing the
4). A wetland restoration plan that unauthorized fill from the
wetlands with hand tools only, and stabilizing with vegetation;
5). A detailed description of the steps that Will be taken to come into full compliance with
your State Stormwater Manager"ent permit NO. SWg 1212I7;
6.) An explanation of why you have failed to comply with the conditions of General Water
Quality Certification No. 3402 and your efforts to correct the violations;
tin
7). A schedule with dates clearly depicg your efforts to become compliant.

Page Four
Mr. Bennett
December 8, 2003 ,
Thank you for your attention to this matter. This Office is considering sending a recommendation for
enforcement to the Director of the Division of Water Quality regarding these issues and any
future/continued violations that may be encountered. Your response to this correspondence will be
considered in this process. Should you have any questions regarding these matters, please contact Noelle'
_..
Lutheran at [phone]:
By copy of this letter to the Carteret County Building Inspector, this Office is requesting
that the Building Inspector consider withholding building pernnits and Certificates of Occupancy
for this project until this matter is satisfactorily resolved.
cc:
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
40I/Wetlands Unit — Danny Smith
Division of Land Resources -- Trentt James
Stroud Engineering �- Ron Culliphur Marshall
Carteret County Building Inspections — Katrina M
WiRO _
WIS

Clearwater on Country Club
Morehead City, North Carolina
December 19, 2003
Ms. Noelle Lutheran
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Dear Ms. Lutheran:
I am in receipt of a letter from Mr. Rick Shiver, dated December 8, 2003 from the
Division of Water Quality — Wilmington Regional Office, which was delivered to me by
certified mail. This particular letter was received and signed for in my office on
December 10, 2003. Following is my response as called for on page 3.
With respect to item 1, all erosion control measures are in place and have been inspected
by Mr. Trentt James. I have attached a copy of his report to this letter.
A rain gauge has been installed on the property and written records concerning rainfall
are being kept. Additionally, any inspections required after 0.5 inches of rain in a 24-
hour period will be noted by me and performed.
On December 16, 2003, Trentt James of NCDENR, Land Quality Section performed an
inspection of the site and submitted a Sedimentation Inspection Report. Mr. James was
pleased with the progress that has been made on the site and has removed the site from
notice of violation. There were some minor things that he noted on his report, and the
sub -contractor on the job has indicated they will take care of those items as quickly as
possible.
As far as wetland restoration is concerned, the areas identified in the letter are currently
being tended to and will or have been seeded.
As indicated above, Mr. James has indicated that the site is under compliance. The
stormwater collection system has been installed and is functioning properly.
I am terribly sorry that we have failed to comply with our permits. My explanation is
quite simple: This is my first venture into development of this sort, and I find myself
struggling to get my arms around the entire scope of the project. I do, however, feel we
have shown a great willingness to be cooperative with your department and with other
departments, and will continue to do so in order to keep this project in compliance.

4

As far as scheduling is concerned, most items have been taken care at the time of the
writing of Mr. Shiver's letter or, at least, were well under way to being corrected. I have
telephoned your office and left a message — hoping for the benefit of some direct
communication to answer any questions. As noted previously, there are some minor
items on Mr. James' recent report that we are following up on, and I do have some
questions about the wetlands fill, which I would like to address on site. Otherwise, I feel
we have already accomplished all of the items referenced.
Again, I want to emphasize our willingness to be cooperative so that we may avoid these
embarrassing circumstances in the future. I would welcome the opportunity to speak
with you or meet you on the site.
Sincerely,
Clearwater on Country Club
Thomas S. Benn tt, Jr.
Managing Member
Cc: Ronnie Gillikin
S. T. Wooten
Ron Cullipher

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Case #
NORTH CAROLINA DF.F'ARTMENT OF ENVIRONMENT AND NATURAL, RF.SOURCF,S
i LAND QUALITYSECTIO : 127 Cardinal Orive, Ex1.,/ Wilmirrglon. NC 28405-3845 [phone] y•!
County i . fI FTC. P ['T _ Pro cct: L Grl� `�`!IT `r'_ ` A) L(iynit it,l (�• � oL, River Basin H ITf. r.'rtr
Person Fin anciallyResponsible:. f'ltt �rGr+r%C. I?,C,r.,t;; ProjectH r'. rE"ZOci i5:1
Address: 1 Jtir 0 •,r,2
1. Project Locitionl,.QVu L01 i!r• Piclures: No ❑ Yes. ; Prints ❑ Slides ❑ Digital ,�] Video ❑
2. Weather and Soil Conditions_ tJ t %..fir_
3. Is site currently under notice of violation? Yes )`7- No 0
4. Is the site in compliance with the S.P.C.A. and the rules? Yes (If
5. Violations:
❑ a. No approved plan, G.S. 1 13A-57(4) and 15A NCAC 4B.0007(c)
b b. Failure to follow approved plan, G.S. 1 13A-61.1
❑ c. Failure to submit revised plan, G.S. 113A-54.1(b) and
IS NCAC 4B.0018(a)
❑ d. Failure to provide adequate groundcover, G.S. 1 13A-57(3) and
15A NCAC 413.0007(b) or 15A NCAC 48.0024(c)
❑ e. Insuffir icnt measures to retain sediment on site, G.S. 113A-57(3)
❑ f.. Failure'() take all reasonable measures, 15A NCAC 413.0005
6. NPDFSF'imitViolation? Yes ❑ No 'd Describe
No d' If no, check violations below
❑ g. Inadequate buffer zone, G.S. 113A-57.(l)
❑ h. Graded slopes and fills too steep, G.S. 113A-57(2)
or ISA NCAC 413.0024 (d)
❑ i. Unprotected exposed slopes, G.S. 1 13A-57(2)
NJ. Failure to maintain erosion control measures,
15A NCAC 4B.0013
❑ k. Other(describe)
7. Ilas sedin r,ntation. damage occurred since last inspection? Yes ❑ If yes, where? (check all that applyl: No
11-0 -,/natural watercourse on the tract ❑ hake/natural watercourse off the tract ❑ Other property ❑
Description:
Dr ;ice of damage: Slight ❑ Moderate ❑ Severe ❑
8. C6ntact m +(1e with (Name) P ram„ C S / " rl� [ r r lVl E Title r % //.' P -4' <<%'�� t •C,
Inspection 1 : port given$( or sent ❑ to Person Financially Responsible Date givenlsent 1 Z. /% 7
9. C'orrectivc ,!ctions needed:
a •r }=.�+1 (. 01 t-cr VV ...J�,f+e./_ .rw L'V t'VI .J7 1-':I �! rP. (.'r t" •.i rii+4•..�r',r! rris flJ'/�
t k-- i,ft i•v n '.(ry -Y itt yTm1!JnMW6 1F1 i�cJ(!'•.y � 1 1'.C.(:` 'i,C.! e r{ r +'r �'ir` �
10. Comments; !"IL :r u:. 1'l i_cw11 t_t:,.:.f:2 Vn11.3e� h ri [G r't ";IrN ', i?-ri I irl. J•+rll ir;. ,,
-� Irill j'jr,ti{/j {(. t'' rC }rr f r ) 7 7 i 1. f C•�l r Y
f �" , r (1 f <� L • L~ ) C,'; .Crr _Yi i. r '> a,�t� J, r-:_ ,.r
.'N i. r1~ 'r-.( 1f7t1'i. ,l.1 '1+Y,l...r .+t_ 'C;'��n {wr 1`lCf'�,V ��'rtl r, li ^tLI) _Sf '•1� 'S- _ryf;
--
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a''rr } ; r•, r r ! '. rc:; r �.a,>
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Report by: J14'111
.1)(1'(714
Others present
Date 0� InSpCCtign; 1. !
!,! FCti
rI Mlle arriving at site: i'(:'_ rt7
Time leaving site:
I�. 1,
ee: \i;

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t.• �. Y7 � f- �
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Collifoi-t Jill]
Morehead City, NC 28557
FAX: [phone] I 1
PHONE: [phone]
AvNvNv.lilorehccidhotels.colil
DFLIVERTO: �°��1� ��utYa-rV-q0
FAX NUMBER:__
PHONE:
FROM:
NUMBER OF PAGES INCLUDING COVI R:
I r my or ail pages arc not received, please colitact the Colid-Ort 11111 of Morchc.-Id
City at 252-2117-3,134.
NOT13S :

0
19/12/2003 12:15
e
FAX [phone]
COMFORT INN
4
JkCTIVI'I1' REU'ORT
TRANSMISSION OK
TURN NO
4105
CONNEPION TEL
19103502004
CONNECTION 11)
START TIME
19/12 12:14
USACH TIME
0140
3
Olt

1 ut z 9' 2002
NARRATIVE
EROSION & SEDIMENTATION CONTROL
STORMWATER MANAGEMENT
CLEARWATER
ON COUNTRY CLUB
OWNER:
CLEARWATER ON COUNTRY CLUB
DEVELOPMENT CORP.
3100 ARENDELL STREET
MOR.EHEAD-CITY, N.0 28557
252-726-2996
THOMAS S. B.ENNETT, JR.
MANAGING PARTNER
ENGINEER:
STROUD ENGINEERING, P.A.
1.51 A 14WY 24
MOREHEAD CITY, N.C. 28557
252-247-7479
J 'A •- --1 �,1 n -
KEVIN L. KUHN P.E.
File: F:\Public\Master\Dra:viiigs\12491Erosion-Narrative.doc

I. PROJECT DESCRIPTION
Clearwater is a commercial development which includes stormwater management.
Clearwater consist of a 4.83 Acre tract of land that will be developed into residential dwellings with
a pool and outside storage facility . The project will be broken into two phases. The first phase will
consist of three residential units and a stormwater pond. Phase two will consist of four residential
units, a pool, outside storage space, and modification to an existing stormwater pond.
II. STOR IWATER MANAGEMENT
The project and associated drainage is broken into two phases. A new stormwater pond will
be constructed to handle the stormwater from phase I. During construction of phase II an existing
pond will be modified to handle the stormwater from phase 1I. The existing pond is currently in
place and being utilized by the adjoining property, Camelia Court. The pond was originally
oversized for the Camelia Court project. By modifying the depth of the existing pond, the existing
additional volume in the pond, can be utilized and still satisfy the SA/DA requirement. The depth
will have to increase from 4 feet to 6.2 feet deep. The existing pond is large enough to be modified
and maintain minimal side slopes.
Both ponds drain to Calico Creek. Calico Creek is a class SC water body.
IIL EARTH DISTURBING ACTIVITIES
1]arth disturbing activities will include construction and installation of the wet -detention
facilities, associated stormwater drainage, water and sewer facilities, roads, parking lots and
buildings.
IV. EROSION AND SEDIMENTATION CONTROL MEASURES
The following measures are proposed for the site. If it becomes evident that
additional erosion and sedimentation control .measures are needed, they shall be installed
immediately. It is intended that all grading and excavation activities within a certain area will be
protected as soon as that activity is complete, i.e., drainage swales, utility easements, etc.
A. Sediment pence - Sediment fence will be utilized as necessary in locations as
shown on plans or as deemed necessary by the engineer to insure that off -site
sedimentation is controlled.
B. Sediment Basins- Stormwater detention pond proposed for the site will serve as a
sediment basins during the construction phase of development.
File: 1':11'uhliclMasterll]ravinge112441Grosion-Narrative.doe

C. Riprap outlet protection- Riprap to be installed at locations shown on plans to
reduce energy at high velocity areas.
D. Check Darns — Check dams to be installed at location on plans.
E. Seeding - All disturbed areas will be seeded within 14 days following
construction in accordance with the seeding schedule shown on plans.
F. Stone Construction Entrance - Stone construction entrances will be used to reduce
transport of sediment off site.
V. CONSTRUCTION SEQUENCE
A. Initial Activities:
1.. Initiate clearing and grubbing operations.
2. Install stone construction entrances.
3. Complete clearing and grubbing operation.
4. Install silt fencing at locations shown.
5. Construct stormwater detention ponds including overflow/outlet devices.
6. Rough grade site
7. Install sewer system.
8. Install stormwater collection system with erosion control measures
specified For inlets, water system, and remaining utilities.
9. Seed all disturbed areas except areas for building pads within 14 days of
disturbance.
B. Inspection- Hold Point:
Contractor shall not proceed with any impervious surface construction including
building foundations, slabs, sidewalks or roads until "Item A" initial activities are
completed and a letter from the project engineer indicating that permit requirements
are met is received.
C. Final Activities
1. Construct buildings and install roof gutters as shown on a per building
basis.
2. Construct parking lot, drive way, sidewalks, and walkways.
3. Complete installation of remaining underground utility facilities.
4. Remove accumulated sediment from stormwater detention basins and
perform final grading of basins.
5. Complete final landscaping and install wet detention basin vegetation as
specified.
File: i-:ll'uhliclMasterlDrawings\I2A9V:rosion-Narrative.doc

VI. DESIGN ASSUMPTIONS
1. Design storm is ten years for project.
2. The rational method was used for design purposes.
VII. WET DETENTION BASIN OPERATION AND MAINTENANCE
After every significant runoff producing rainfall event and at least monthly:
A. Inspect the wet detention basin system for sediment accumulation, erosion,
trash accumulation, grass cover, and general condition.
B. Check and clear the orifice and overflow device of any obstructions.
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.
3
4
5
Inspect and repair the collection system (piping, flumes, swales, riprap) quarterly to
maintain proper function.
Remove accumulated sediment from the wet detention basin systems semi-annually
or when depth is reduced to 75% of the original design depth.
Pond 91 original design depth: '
sediment removal benchmark depth:
Modified Pond original design depth
sediment removal benchmark depth:
Main Basin
l;orebay
4.00'
3.00'
3.00'
2.25'
6.20' 4.50'
4.65' 3.38'
Removed sediment shall be disposed of in an appropriate manner in no way
adversely impacting water duality.
Remove cattails and other indigenous plants when they cover 50% of the basin
surface.
V1. COASTAL STORMWATER REGULATIONS
The North Carolina Division of Environmental Management implemented coastal
stormwater regulations in coastal counties on January 1, 1988. These regulations are detailed in 15
NCAC 2H.1000 Stormwater Runoff Disposal. These rules allow for a development to be considered
under various options. This project is submitted for approval in consideration under Section
.1003(d)(2) high density projects.
File: 1':1Public\Masterll)r�t%vings11249\Frosion-Narrative doe

Michael E. Easley, Governor
6
� r
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
February 25, 2003
Mr. Thomas Bennett, Jr., Managing Partner
Clearwater on Country Club Development Corporation
3100 Arendell Street
Morehead City, NC 28557
Dear Mr. Bennett:
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
Subject: REQUEST FORADDITIONALINFORAIATION
- Stormwater Project No. SW8 021217
Clearwater on Country Club
Carteret County
The Wilmington Regional Office received a Stormwater Management Permit Application
for Clearwater on Country Club on December 19, 2002. A preliminary review of that
information has determined that the application is not complete. The following information is
needed to continue the stormwater review:
Please specify pond / swale side slope vegetation and the wetland species to be
planted on the 6:1 shelf.
2. Please report all built -upon areas in square feet on the application.
If the pond permitted under SW8 970728 is to be modified to accept a portion of
this runoff, the permittec, Camellia Court Limited Partnership, must make
separate application for that modification. I am unable to modify a permit for a
pond that doesn't belong to you under this application. Please be sure to provide
for your share of the maintenance costs of that pond with Camellia Court Limited
Partnership.
4. Please include the area of Pond l in the drainage area for Pond 1.
VCKY
INCDENR
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

Mr. Bennett
February 25, 2003
Stormwater Project No. SWS 021217
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 March 25, 2003, or
the application will be returned as incomplete. The return of a project will necessitate resubmittal
of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone].
Sincerely;
Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATIADDINF0120031021217.FEB03
cc: Linda Lewis
Kevin Kuhn, P.E.
Camellia Court Limited Partnership

OFFICE USE ONLY �°
Date Received Fee Paid Permit Number
. /. �- - / � - C.�" -- L L/-�, -�- -L, -'� 1 �] - " C "a, &� /2
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied far use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Clearwater on -Country Club Development Corporation
2.. Print Owner/Signing OfficW s name and title (person legally responsible for facility and compliance):
Thomas S. Bennett, Jr., Managing Partner
3. Mailing Address for person listed in item 2 above:
3100 Arendell Street
City:_ Morehead_ City _ _ State: NC Zip: 28557
Telephone Number: ( 252- ) 726-2996
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Clearwater on Country Club
5. Location of Project (street address):
Country Club Road -Adjacent -To Camelia Court
City: Morehead City County: ' Cqrrorar
6. Directions to project (from nearest major intersection):
From the Intersection of NC Hwy. 24 and Country Club Road, Take Country
Club Road East, Site is Adjacent.to Camelia Court Project
7. Latitude: N340 44.11'
Longitude: W 760 46.83
of project
B. Contact person who can answer questions about the project:
Name: Kevin Kuhn,_ P.E. Telephone Number: ( 252 ) 247-7479
II. PERMIT INFORMATION-.
1. Specify whether project is (check one): K New
Renewal Modification
J
Form SWU-101 Version 3.99 Page 1 of 4
l

If this application is being submitted as the result of a renewal or modification to an existing pernut, list the
existing permit number N/A and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
^CAMA Major X Sedimentation/Erosion Control X 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 pa es) describing stormwater management for the project. t�.�'�
i1X(
StormwaterAis routed to new 4' deep 90% tss removal pond and stormwaterAis
routed to anexisti� treating Camelia Court. The existin_pond depth
will be increased from 4' to 6.2'
2. Stormwater runoff from this project drains to the White Oak
3. Total Project Area: 4.83 acres
5. How many drainage areas does the project have? 2.
River basin.
4. Project Built Upon Area: 40 %
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.
C W5.11e k ?707Z3
'Sas1n�Iriformattxort�.�: �
i �z .Drainage Area•1 � �$
,� ��� -5,; x4Drautiage Area
Receiving Stream Name
CaliCo Creek
Calico Creek
Receiving Stream Class
SC
SC
Drainage Area
0.99 Ac
1.39Ac
Existing Impervious* Area
Proposed Im ervious'Area
0.67 Ac
1.28 Ac
% Impervious* Area (total)
92%
��
Im ervi6us Surface:Arear ..
Drauta eAreat
. is ��
T}raina e e
r g . v=
On -site Buildings
0.26 Ac
0.46 Ac
On -Site Streets
0.21 Ac
0.41 Ac
On -site Parking
c
On -site Sidewalks
0.07 Ac
O.JDJ�
Other on -site
Off -site
Total: 0: 67 Ac
Total: 1.28 Ac.
Impervious area is defined as the built upon area intruding, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form 3WU-101 Version 3.99
Page 2 of 4

Permit No. 7 _
(10 be provided hY DIV(?)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
OFF -SITE -SYSTEM SUPPLEMENT
FOR DEVELOPMENT DRAINING TO PERMITTED OFF -SITE TREATMENT SYSTEMS
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management'plan submittal includes a stormwater management permit application, an
off -site system supplement for each off -site stormwater treatment system, appropriate supplement forms for
any on -site stormwater treatment systems, and plans and specifications showing all stormwater conveyances
and drainage details for the project.
I. PROJECT INFORMATION
Project Name : Clearwater on Country Club
Contact Person: Kevin Kuhn, P.E. Phone Number: ( 252) _247-7479
Is all drainage from the project directed to the off -site system? (circle one): Yes 0
II. OFF -SITE SYSTEM INFORMATION (please complete the following information for the- off -site
system that will treat runoff from your project):
Permit No. SW8 970728
Project Name:_ Camelia Court Apartments
Type of System (wet pond, infiltration basin, etc.): Wet Pond
Lot No. (if part of a subdivision): N/A
How much built upon area draining to the permitted treatment system has been allocated to this
project_ - 1?'1 i.5 1 �� �,'r�r<<c�' ✓'_?G'
M. REQUIRED ITEMS CHECKLIST
Prior to issuing an off -site permit, verification of the following information rnustrbe provided. Initial in the
space provided to indicate that the following requirements have been. rne?and suporSing documentation is
attached. If the applicant has designated an agent in the. Stormwater Mq,'n!igement•Pezzrnt Application Fon-n,
the agent may initial below. If a requirement has not been met, attach_fus`tificatlirg�:.
Form SWU-106 Ver 3.99 Paae I of 2

FU
Applicant-, initials
a. Deed restrictions limiting the built -upon area on the site have been recorded.
b. Engineers certification for the existing off -site system has been submitted to DWQ.
c. There are no outstanding Notices of Violation for the off -site system.
d. Off -site system is in compliance with the issued permit.
IV. STORMWATER COLLECTION SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Accumulated sediment and trash will be removed from the collection system as necessary. Swales and
ditches will be reseeded or sodded following sediment removal.
3. Eroded areas of swales and ditches will be repaired and reseeded. Swales and ditches will be revegetated
as needed based on monthly inspections.
4. The collection system, including catch basins, curb cuts, velocity reduction devices, and piping, will be
inspected monthly or after every significant runoff producing rainfall event. Trash and debris will be
cleared away from grates, curb cuts, velocity reduction devices, and piping.
The collection system may not be altered in any way without prior approval from NCDENR Division of
Water Quality..
I acknowledge and agree by my signature below that I am responsible for maintaining the stormwater
collection system in accordance with the five 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 and Title: Thomas S. Bennett Jr., Managing Partner
Address: T 3100 Arendell Street, Morehead City, NC 28557
Phone: [phone] Date: l?-L!K(a L_
S
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.
I, EJRTTkLJ 1_ tAfln�" t , a Notary Public for the State of toe � Wig_ , County of
CtLRJt11.� _ —,do hereby certify that Thomas S. Bennett, Jr. personally appeared before me this
day of DgUnMdeAe =24_ ; and acknowledge the due execution of the forgoing infiltration
basin maintenance requirementsinVAl}% s my hand and official seal,
L. Af0
i ►n
Ch9 -
SEAL � n �. pV B L iG My commission expiresar CP
_ �,
L V'
Form SWU-106 Rev 3F�'••....•••`• ��.`Page 2 of 2.
IL

i
(to be provided by DWQ)
State of North Carolina
Department of Enx�ironment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
'VET DETENTION BASIN SUPPLEMENT_
This form.may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design ealculadons, and plans and specifications showing all basin and outlet
structure details.
1:. PROJECT INFORMATION
Project Name: Clearwater on Country Club
Contact Person: Kevin Kuhn, P.E. Phone Number: 252 247-7479
For projects with multiple basins, specify which basin this worksheet applies to: 2
elevations
Basin Bottom Elevation 1.8 ft. (floor of the basin)
Permanent Pool Elevation 8. 0 ft. (elevation of the orifice).
Temporary Pool Elevation 9.5 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area ;064 _ sq. ft. (water surface area at the orifice elevation)
Drainage Area 449 ac. (on -site and off -site drainage to the basin)
Impervious Area 3.00 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SAIDA I
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
27,016 cu: ft. (combined volume of main basin and forebay)
11, 824. 50 cu. ft (volume detained above the permanent pool)
5,463 cu. ft. _ (approximately 20% of total volume)
3.55
1.25
(surface area to drainage area ratio from DWQ table)
in. (2 to 5 day temporary pool draw -down required)
7.23 in.
90% % (minimum 85% required)
Form S W U-102 Rev 3.99 Page I of 4

Footnolcs:
t W'hen using the Division SVDA tables, the correct SA/DA ratio for permanent pool sizing should be computed ba_sctd upon the
actual imper- ious % and permanent pool depth. Lincar interpolation should be employed to detcrminc 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 8517o TSS removal and 90% TSS removal.
11. 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 Admunistrative 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.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required..minimum of 3 feet).
b. The forebay volume is approximately equal to 201/o of the basin volume.
c. The temporary pool controls rurioff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or Iess (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. 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 `does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

i
Maintenance activities'shall be performed as follows:
I . After every significant runoff producing rainfall event and at Ieast 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.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
r
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 3.35 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 4.63 feet in the forebay, the sediment shall. be removed.
BASIN DIAGRAM
(flll in the blanks)
v Permanent Pool Elevation $' p
_.:.., .
Sediment
3 .1.7
---- - - • Sediment Removal Elevation 3T35 j
75%
- Bottom Ele �tioq :3 ,5- g6----------------------------------------------
'Bottom Elevation 1 _ R ♦ 25%
FOREBAY MAIN POND
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
Pabe 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
• �a
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: Thomas S. Bennett, Jr.
Title: Managing Partner
Address:. 3100 Arendell Street, Morehead City, NC 28557
Phone: (257) 7 h-296 1---
Signature:_ X
�Lf [gl l
Date:
Note: T'te 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 Notary Public for the State of, N0"i
County of vex. , do hereby certify that Thomas_S. _Bennett, Jr.
personally appeared before me this /T7*day of �Pce-wy el— , j OZ and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
IS0111/I801f��/
r
tAOTA
=nLIC
t !O
SEAL
My commission expires T c;�YoV4.9
Form SWU-102 Rev 3,99 Page 4 of 4

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Appendices
NEW YORK DOT DISSIPATOR METHOD
FOR USE IN DEFINED CHANNELS
(Source: "Bank and channel lining procedures", New York Department
of Trinsportation,'.Division of Design and Construction, 1971.)
Note: To use the following chart you must know:
(1) Q full opacity
(2) Qto
(3) V full a
�] (4) Vlo
r where Q = discharge in cl's and V = Velocity in FPS.
ESTIMATION OF STONE SIZE AND DIM1 NSIONS FOR
CULVERT APRONS
Step 1) Compute flow velocity V. at culvert or paved channel outle(.
Step 2) For pipe culverts Do is diameter, t
For pipe arch, arch and box culverts, and pAcd channel outletS,
Do=Ao, where A.= cross -sectional area of now at outlet.
For multiple culverts, use Do=l.25xDo of single culvert.
Step 3) For apron grades of 10% or.steeper, use recommendations
For next higher zone. (Zones 1 through G).'
25
20
5
e
n<
0
f
J1
------
ss °1
•��s��1�aI�IMO�
EMURNKIM
1
1 1
Figure 8.0E.b.1
Rev. 1 V)3

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APRON MATERIAL
o Pncrm r CGLvERr
L1
10 PREVW SCOUR
HOLE USE L2 AtwAYS
L2
1
STONE-FILLING(FINE),.,:;CL. A'
3 x Do
4 x Do
2 ISTONE
FILLING (LIGHT) CL. B
3 x Do
6 x Da
3
STONE'FiLtAd-(NitbiL I1)'CL. 1-
4 x Do
8 x Do
4
STONE FILLING (HEAVY)" . 1'
4 x Do
8 x Do
5
STONE FILLING (HEAVY) '. CL. 2
50 x Do
10 x Do
6
STONE FILLING (HEAVY)' CL. 2
6 x Do
10 x Do
7 SPECIAL STUDY REQUIRED (ENERGY DIMPATORS, STILLING
BASIN OR LARGER SIZE STONE).
Fig. 8.06.b.2
Width = 3 times pipe dia. (min.)
DETERMINATION OF STONE SIXES FOR DUMPED STONE
CHANNEL LININGS AND REVETMENTS
Step 1) Use'figure 8.06.b.3 to determine maximum stone size (e.g. for 12
Fps=20" or 5501bs.
Step 2) Use rigure 8.06.b.4 to determine acceptable size range for stone
(for 12 FPS. it is 125-500 lbs. for 7517o of stone, and the maximum
and minimum range in weight should be 25-500 lbs.)
Note: In determining channel velocities for stone linings and revetment, use
the following coefiicients'of roughness:
Diameter Mannin's Min. thickness
{inches) — "n" of Erftg (inches)
Fine 3 0.031 9 12
Light . 6 0.035 12 18
Medium 13 0.040 18 24
Heavy'. ..23 0.044 30 36
(Chenneis) (Disopstors)
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Case #
NORTH CAROLINA DEPARTMENT OF ENI'IRONMENTAND NATURAL RESOURCES
LAND QUALITY SECTIOM 127 Cardinal Drive, Ext,,, 1417baington, NC28405-3945 [phone]
Count}' PCL F-; Project:. _� 4-Anp:— 0x t_.o �, y_;3 River Basin _ +, o',
Person Financially Responsible: Mt? i Hr+ ns R 0 ".;TT _ Project#
Address: 31C - ,'ti`L - - /"near-€&-p CIT--a :nlL - 2l`557-- -
1. Project Locarion C0'•h� t Lis Pictures: No ❑ Yes,' Prints ❑ ^ Slides ❑ Di italt�k' Video L�
2. Weather and Soil Conditions >un1, 3`' "tku
3. Is site currently under notice of violation? J Yes ❑ No Cit.
4. Is the site in compliance with the S.P.C.A. and the rules? Yes ❑ No� If no, check violations below:
S. Vlolarlons:
❑ a. No approved plan, G.S.113A-57(4) and 15A NCAC 4B.0107(c)
❑ g. Inadequate buffer zone, G.S.113A-57(1)
❑ b. Failure to foLow approved plan, G.S. 113A-61.1
❑ h. Graded slopes and fills too steep, G.S. 113A-57(2)
❑ c. Failure to submit revised plan, G.S. 113A-54.1(b) and
or 15A NCAC 413.0124(d)
15A NCAC 413.0118(a)
1�1' i Unprotected exposed slopes, G.S. 113A-57(2)
❑ d. Failure to provide adequate grot:ndeover, G.S. 113A-57(3) and
c�i J• Failure to maintain erosion control measures,
I5A NCAC 4B.0107(b) or 15A NCAC 48.0124(e)
15A NCAC 413.0113
❑ e. Insufficient measures to retain sediment on site, G.S. 113A-57(3)
❑ k. Other (describe)
❑ f. Failure to take all reasonable measures, 15A NCAC 4B.0105
' 6. NPDES Permit Violation? Yes iR' No ❑ Describe--c" Co 4-+p
7. Has sedimentation damage occurred since last i spection? Yes If yes, where? (check all that apply): No ❑
Lake/natural watercourse on the tract + Lake/natural watercourse off the tract ❑ Other property ❑
Description: + S GrJ ScV L—r--r _(?neL7)' _i7jh�r
Degree of damage: Slight ❑ Modemre.W Severe ❑
S. Contact made with (Name) ?.!l'AJ µ _�,. __.
Title
Inspection Report given ❑ or sent 1 to Person Financially Responsible
Date given/sent
9. Corrective actions needed:
S(-cpd 1n/('LuPely�,
P C 5
G ^3 )5n -j4, ?c ).rod
a
+ +-r �.� �p 4 2
� �-� {
- `` c.��S + G ni r=.uly 7W—c' [ -
10: Comments:
Report by:Others present
Date of Inspection: _ 7 CLA� Time arriving at site:. z y s'
Time leaving site:
cc

t
tate of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Land Resources
Land Quality Section
Michael F. Easley, Governor
William G. Ross Jr., Secretary
April 8, 2003
LETTER OF APPROVAL
Clearwater on Country Club Development Corporation
Mr. Thomas Bennett
3100 Arendell Street
Morehead City, NC 28557
Project Name: Clearwater Country Club
Project No.: CA-03154
Location: Country Club Road - Carteret County
River Basin: White Oak
Submitted by: Stroud Engineering
Date Received: March 31, 2003
Revised Submittal
Dear Mr. Bennett:
This office has reviewed the subject sedimentation and erosion control plan. We find the plan to be acceptable and
hereby issue this Letter of Approval. The enclosed Certificate of Approval must be posted at the job site. This plan approval
shall expire three (3) years following the date of approval, if no land -disturbing activity has been undertaken, as is required by
Title 15A NCAC 4B.0029.
Please be advised that Title 15A, of the North Carolina Administrative Code, 413.0018(a) requires that a copy of the
approved plan be on file at the job site. Also, you should consider this letter to give the Notice required by GS 113A-61(a)
approved plan. The last apes which lists approval comments should be copied and attached to the sedimentation and
erosion control plan that is maintained on site.
North Carolina's Sedimentation Pollution Control Program is performance oriented, requiring protection of the natural
resources and adjoining properties. If, following the commencement of this project, it is determined that the erosion and
sedimentation control plan is inadequate to meet the requirements of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statute 113A-51 thru 66), this office may require revisions to the plan and its implementation to insure
comp€€ante with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with federal and state water quality laws,
regulations, and rules. In'particular, if wetlands are effected by this land disturbing activity, the provisions of the Clean Water
Act as mandated by the Environmental Protection Agency must be adhered to. In addition, local city or county ordinances or
rules may also apply to this land -disturbing activity. This approval does not supersede any other permit or approval.
Please note that this approval is based -in part on the accuracy of the information provided in the Financial
Responsibility Form which you provided . You are requested to file an amended form if, there is any change in the information
included on the form. In addition, it would be helpful if you notify this office of the proposed starting date for this project.
We look forward to working with you on.this project. if you have any questions,. please contact our office.
Sincerely,
Daniel Sams, PE, ME
._Regional Engineer
DESIbfr
cc:. Kevin Kuhn; Stroud Engineering, PA
W iRO-LQS
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Y Telephone [phone] o Fax [phone] "
An Eaual 0--cortunity Affirmative Action Emt}lover

'agE 1 -of 2
APPROVAL COMMENTS AND CONDITIONS
PROJECT NAME:
PROJECT NUMBER:
LOCATION:
RIVER BASIN:
SUBMITTED BY:
DATE RECEIVED:
Clearwater Country Club
CA-03154
Country Club Road- Carteret County
White Oak
Stroud Engineering
March 31, 2003
This plan approval shall expire three (3) years following the date of approval, -if no land disturbing activity
has been undertaken, as is required by Title 15A NCAC 4B.0029.
2. The developer is responsible for the control of sediment on -site. If the approved erosion measures prove
insufficient, the developer must take those additional steps necessary to stop erosion from leaving this site.
Each sediment storage device must be inspected after each storm event. Maintenance and/or clean out
is necessary anytime the device is at 50% capacity.
3. Any and all existing ditches on this project site are assumed to be left undisturbed by the proposed
development -unless otherwise noted. -The removal of vegetation within any existing ditch or channel is
prohibited unless the ditch or channel is to be regraded with side slopes of 2 horizontal to 1 vertical or less
steep. Bank slopes may be mowed, but stripping of vegetation is considered new earth work and is subject
to the same erosion control requirements as new ditches.
4. The developer is responsible for obtaining any and all permits and approvals necessary for the development
of this project prior to the commencement of this land disturbing activity. This could include agencies such
as the Division of Water Quality's stormwater regulations, their enforcement requirements within Section
401 of the Clean Water Act, the U.S. Army Corps of Engineers' jurisdiction of Section 404 of the Clean
Water Act, the Division of Coastal Management's CAMA requirements, the Division of Solid Waste
Management's landfill regulations, the Environmental Protection Agency and/or The U. S. Army Corps of
Engineers jurisdiction of the Clean Water Act, local County or Municipalities' ordinances, or others that may
be required. This approval cannot supersede any other permit or approval; however, in the case of a Cease
and Desist Order from the Corp of Engineers, that Order would only apply to wetland areas. Ail highland
would still have to be in compliance with the N.C. Sedimentation Pollution Control Act.
5. If any area on site falls within the jurisdiction Lof Section 401 or 404 of the Clean Water Act, the developer
is responsible for compliance with the requirements of the Division of Water Quality, the Corps of Engineers
and the Environmental Protection Agency (EPA) respectively. Any erosion control measures that fall within
jurisdictional wetland area must be approved by the aforementioned agencies prior to installation or our
Section must be notified of a relocation of the measures in question to the transition point between the
wetlands and the highlands to assure that the migration of sediment will not occur. If that relocation presents
a problems or contradicts any requirements of DWQ, the Corps or the EPA, it is the responsibility of the
deve!oper to inform the Land Quality Section regional office so that an adequate contingency plan can be
made to assure sufficient erosion control remains on site. Failure to do so will be considered a violation of
this approval.
6. Any borrow material brought onto this site must be from a legally operated mine or other approved source.
A single use borrow site or an area to waste material is only permissible if it is operated under total control
of the Financially Responsible person or firm who is developing this site, is located on or adjacent to this
site, and has been incorporated as part of this plan.
7. This permit allows for a land disturbance, as called for on the application plan, not to exceed five (5) acres.
Exceedino that acreage will be a violation of this permit and would require a revised plan and additional
application fee. Any addition in impervious surface, over that already noted on the approved plan, would
also require a revised plan to verify the appropriateness of the erosion control measures and stormwater
retention measures.

Pge2of2
8. The construction detail for the proposed silt fence requires reinforcing wire and posts a maximum of 8 feet
apart. Omission of the reinforcing wire is a construction change that.necessitates more posts needed for
support, i.e. the spacing distance needs to be reduced -to no greater than 6 feet apart.
9. Because the stormwater retention ponds are shown on the plan as the primary sedimentation & erosion
control devices on this project, it is necessary that the ponds and their collection system be installed before
any other grading takes place on site. If that proves to be impractical, a revised plan must be submitted and
approved that addresses erosion and sediment control needs during the interim period until the ponds are
fully functioning.
10. A graveled construction entrance must be located at each point of access and egress available to
construction vehicles during the grading and construction phases of this project. Access and egress from
the project site at a point without a graveled entrance will be considered a violation of this approval. Routine
maintenance of the entrances is critical.
11. The North Carolina Sedimentation Pollution Control Act mandates a shortened time frame in which to
reestablish vegetative groundcover. Slopes (including cuts, fills, and ditch banks) left exposed will, within
15 working days or 30 calendar days (whichever is the shorter) after completion of any phase of grading,
be planted or otherwise provided with groundcover sufficient to permanently restrain erosion.

Case #
County_
Clsem
Person Financially
Address: 310C
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
LAND QUALITY SECTION.- 127 Cardinal Drive, Ext., Wilmington, NC 28405-3845 [phone]
River -Basin UH1 rc- (0me _
Project#t ?i -OyT/ _
ible:
1. Project Location C.C..N
No ❑ Yes
Prints ❑ Slides ❑ Digital @< Video ❑2.
��ictur=
Weather and Soil ConditionsR3.
Is site currently under notice of vilation? Yes ❑ No
4. Is the site in compliance with the S.P.C.A. and the rules? Yes ❑
No ❑ If no, check violations below:
5. Violations:
❑ a. No approved plan, G.S. 1 13A-57(4) and 15A NCAC 048.0107(c)
❑ g. Inadequate buffer zone, G.S. 113A-57(1)
3n. Failure to follow approved plan, G.S. l 13A-61.1
❑ h. Graded slopes and fills too steep, G.S. 113A-57(2)
❑ c. Failure to submit revised plan, G.S. I I3A-54.1(b) and
or 15A NCAC 04B.0124 (d)
15A NCAC 0413.0118(a)
❑ i. Unprotected exposed slopes, G.S. I I3A-57(2)
❑ d. Failure to provide adequate groundcover, G.S. 1 13A-57(3) and
❑ j. Failure to maintain erosion control measures,
15A NCAC 04B.0I07(b) or 15A NCAC 0413.0124(e)
15A NCAC 0413.0113
JE'e. Insufficient measures to retain sediment on site, G.S. l 13A-57(3)
❑ k. Other(describe) _
❑ f. Failure to take all reasonable measures, 15A NCAC 0413.0105
6. Potential NPDES Permit Violation? Yes'2' No ❑ Describe N('N
L C,
7. Has sedimentation damage occurred since last inspection? Yes ❑
If yes, where? (check all that apply): No
Lake/natural watercourse on the tract ❑ Lake/natural watercourse
off the tract Cl Other property 0
Description:
Degree of damage: Slight ❑ Moderate ❑ Severe ❑
8. Contact made with (Name) . T
Title
Inspection Report given ❑ or sent to Person Financially Responsible
Date given/sent
9. Corrective actions needed:
e
C7R�L���
37 A'r A.i T/f 1 u J�I-n A-i r4C
H 2c t Ai T- Or— ,R c r'SS h`� n
10. Comments: 4r 5LC� 1 L � l
-LT_ f S itl Gi° assy , V TO (AJS 7117. c_. P-O'gf?S I -I. < C C C Z GG i7�ri
S1rJC -r2fL-T A96 %NC P02//17n"Z;r 115-a/1?�wl�`i`T7C�
�IT7L�•nc.. c�%L� P24±€t.77eN� .4r �zu�=2-� �=iuU=c..,_ _ �U�`'1� S�t=PE _ 3crta.&E.•� _ ��TZM-r
I c° tO Pdt r, <R- FiuC Z` ia� ILt� S
Report by: ��.Z5 Others present
Date of Inspection: z Time arriving at site: P! SS Time leaving site: / 2
cc: ,

Case #
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
LAND QUALITY SECTION: 127 Cardinal Drive, Ext., Wilmington, NC 28405-3845 [phone]
County ' -g `r Projcct: �, c River Basin l I rl r ('jam
Person Financially Responsible: t-k yd ra � � t H � V ^ P Project #
Address: ;/C'+O Prlf P-
I. Project Location l '%xui4. Pictures: No ❑ Yes ❑
2. Weather and Soil Conditions ! �v•}- SG &-*+oc
3. Is site currently under notice of violation? Yes ❑ No V
4. Is the site in compliance with the S.P.C.A, and the rules? Yes ❑
5. Violations:
❑ a. No approved plan, G.S. l 13A-57(4) and 15A NCAC 04B.0107(c)
Cl b. Failure to follow approved plan, G.S. 1 13A-61.1
❑ c. Failure to submit revised plan, G.S. l 13A-54.1(b) and
15A NCAC 0413.01 18(a)
❑ d. Failure to provide adequate groundcover, G.S. l 13A-57(3) and
15A NCAC 04B.0I07(b) or 15A NCAC 04B.0124(e)
9e. Insufficient measures to retain sediment on site, G.S. l 13A-57(3)
❑ f. Failure to take all reasonable measures, 15A NCAC 0413.0105
6. Potential NPDFS Permit Violation? Yes ❑ No ❑ Describe
Prints ❑ Slides ❑ Digital ❑ Video ❑
No X If no, check violations below:
❑ g. Inadequate buffer zone, G.S. 113A-57(1)
❑ h. Graded slopes and fills too steep, G.S. 113A-57(2)
or 15A NCAC 04B.0124 (d)
❑ i. Unprotected exposed slopes, G.S. 1 I3A-57(2)
❑j. Failure to maintain erosion control measures,
15A NCAC 04B4O1 13
❑ k. Other(describe)
7. Has sedimentation damage occurred since last inspection? Yes ❑ If yes, where? (check all that apply): No ❑
Lake/natural watercourse on the tract ❑ Lake/natural watercourse off the tract ❑ Other property ❑
Description:
Degree of damage: Slight ❑ Moderate ❑ Severe ❑
S. Contact made with (Name) G E'N Ike rc -FHcm Title p -a- i- F;-'AZM A r
Inspection Report given ❑ or sent to Person Financially Responsible Date given/sent !1
9. Corrective actions needed:
_'INST)'rt S7Z)Q6 62,JS-M()G7-11o►J El( !eAwCC a:E rdt A, --(IV C_Lua Re,iD. 17_
ThF- c 11%� i-i RA,IDC,cS WKO 1S U5CP 11r TraE —F,;- c, iT SMGiLe]
, e _ 26+tcetgo cN rHc 9e.A-,.1 .tN)o (r- S 7Z J
fi4Goo
10.Comments: _[_.[J.J 1,.&;C 7D t�vS +ice EAr51[N (�,r�2� �Ytc►�Sunrs�(iS �{{crrs A-0C
i�� ..sc.2C 7Q Sc� �ICL Sr-cPcS �•+r f�'1N '/S J�� �S � l�c,v51',evG� S;r12r+c.1 a-�
f tTr(llJ r, U,?CA! C.4 UET-10d a F Cc.uV0-a1ti(L.. 17- NEC-Y 70 1 Al.STAU- ►'GN DS AN V
' t7r'E'J A�Lc
SCFrrc6 A6U 07trE2- Q, f?AO)A// ! alLiS 24,Ar E 51IVC-6 r-i-ems- rN�
TRIMACyr +ea st,ee-1 gz6n nt, i)6wecs- -- -- -
Report by: 6 "-s Others present
Date of Inspection: Time arriving at site:
cc
Time leaving site: / Z � M

Case #
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
County_
Person F
Address:
1. Project location 0N J -i eel Pictures: No ❑ Yes)e
Prints ❑ Slides ❑ Digital J'�- Video ❑
2. Weather and Soil Conditions -% i, i T
3. Is site currently under notice of violation? Yes C] Na
�,/
4. Is the site in compliance with the S.P.C.A, and the rules? Yes ❑ No
K If no, check violations below:
S. Violations:
❑ a. No approved plan, G.S. 113A-57(4) and 15A NCAC 413.0007(c) Xg.
Inadequate buffer zone, G.S. I I3A-57(1)
Xb. Failure to follow approved plan, G.S. 113A-61.1 ❑ h.
Graded slopes and fills too steep, G.S. 1 I3A-57(2)
❑ c. Failure to submit revised plan, G.S. 113A-54.1(b) and
or 15A NCAC 413.0024 (d)
15A NCAC 48.0018(a)
Unprotected exposed slopes, G.S. 113A-57(2)
❑ d. Failure to provide adequate groundcover, G.S. 113A-57(3) and
Faiiure to maintain erosion control measures,
15A NCAC 4B.0007(b) or 15A NCAC 413.0024(e)
15A NCAC 413.0013
);Cc. Insufficient measures to retain sediment on site, G.S. I I3A-57(3) ❑ k.
Other(describe)
Xf. Faiiure to take all reasonable measures, ISA NCAC 4B.0005
6. NPDES Permit Violation? Yes-9 No ❑ Describe 4611-6)m94,A&5-E
CJ
7. Has sedimentation damage occurred since last i pection? Yes If yes, where? (check all that apply): No ❑
Lake/natural watercourse on the tract ! Lake/natural watercourse off the tract At- Other property ❑
Description: IAJIV C..Cl- LA -;0 _ A-,--p SeCi/x ;D
r rFn e•�{,-
Degree of damage: Slight ❑ Moderate ❑ Severe
8. Contact made with (Name) NdN!:- - A10 vhV ue 0-,p4 S
Title
Inspection Report given ❑ or sent W to Person Financially Responsible
Date given/sent fD e o
9. Corrective actions needed:
SCI�fN]-".rT l STrt'Zrn�l�Y{ �G+UI�
F'�DGLGC Cnc —
• ih/ Quo -z5� A,,j n� m o 1.�i —or, i J �, VA—VA-M 4SWE PI- (c..-�:itirt t..' G 'foil r n s
10.Comments: DOE 70 13 M10L%J 0r- C(:-- 1Z�-!t4J:A)CT -le4 V1OLA7'Je, r_
tit i ✓< tom- NG T- t3, /Ssudo ^{fir` JRI S Z / _ -
or �c 1� G3 f xi sir-=- n r ,:f F J,b•LJA-r7e.�
r55 I vELL-( S i` c 3 Sc cPc, S
lt) L= (❑ j 0 _ W _1� i= tjL L CrD Lf� G�=Ti1 Cc
Report by: i2tS/ 3drtt5--s Others present -
Date of Inspection: Time arriving at site: /d ' UO Time leaving site:
cc: E E

Case #
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
LAND QUALITY SECTION: 127 Cardinal Drive, Ext., Wilmington, NC 28405-3845 [phone]
CountyProject: ov River Basin tat � G t
Person Financially Responsible: 0,0"A1Plm C-LL;3 (�,ap. f tk,.vti�N &, W'r roject # C ik(4 E- ZeoS- ) 31
Address: 3iCO A'raiw-„nr— Si (-"; v NC_ 991ti 17 ;-
1. Project Location Orl,j wll�' ti �? Pictures: No ❑ Yes >Sr
Prints ❑ Slides ❑ Digital �!C Video ❑
2. Weather and Soil Conditions SijNck i- � Z-
3. Is site currently under notice of violation? Yes ❑ No
.
4. Is the site in compliance with the S.P.C.A. and the rules? Yes ❑
No If no, check violations below:
5. Violations:
❑ a. No approved plan, G.S. 1 13A-57(4) and 15A NCAC 413.0007(c)
jig. Inadequate buffer zone, G.S. 113A-57(1)
Xb. Failure to follow approved plan, G.S. 113A-61.1
❑ h. Graded slopes and fills too steep, G.S. I I3A-57(2)
❑ c. Failure to submit revised plan, G.S. l 13A-54.1(b) and
or 15A NCAC 48.0024 (d)
15A NCAC 4B.0018(a)
ei. Unprotected exposed slopes, G.S. I I3A-57(2)
;Kd. Failure to provide adequate groundcover, G.S. 113A-57(3) and
�j. Failure to maintain erosion control measures,
15A NCAC 4B.0007(b) or 15A NCAC 4B.0024(e)
15A NCAC 4B.0013
Insufficient measures to retain sediment on site, G.S. I i 3A-57(3)
❑ k. Other(describe)
ie-f- Failure to take all reasonable measures, 15A NCAC 413.0005
6. NPDES Permit Violation? Yes ;R No ❑ Describe ^. _
7. Has sedimentation damage occurred since last inspection? Yes
If yes, where? (check all that apply): No ❑
Lake/natural watercourse on the tract Lake/natural watercourse off the tract ❑ Other property Rr
Description: e COE)'I2 ,J L TD A W(1zr,-T-
r�i&-' PC-? 771 Rn CW ; r 1.1�rZANn- 5 —
Degree of damage: Slight ❑ Moderate g Severe ❑
8. Contact made with (Name)
Title
Inspection Report given ❑ or sent to Person Financially Responsible
Date given/sent
9. Corrective actions needed:
T-A L 4-i J I -I rLI, l � r ; -'10 -1
Prry G L C-e -, I C "4 SM P'1
-7
f l7.O"L) C7fLO ,1(-3Cr ---C, M Eio-<'eo CS AND /k-DD�i7--'yel-ct
PS0
T�4tt)LS lYi6; L;fccs--omftr'NL m ,7 ftlru 5ffe cz, Or! s 7 _
1 �V-!: ALC /,V\ T7 , 55 120 Lc` ccNT �vRC1 r
41 �EPA iL AND Zcz1nI? 5lUr �riL�
8 jz�7r�i{a* C%CGc S'rvEl`/ ST i?.. _ . r . !LUIiC�7_.__. 5 (-cP6IS
' MAr rA,,t 3V FF ZnN6- C Trr- o
10. Comments: I Sort l C CIF U ro, A r t! WALL i'SO /-- 6oeO Sri 1 TH TyH,S :z C F42 7-
Report by: MC-Al/7— J� /t l c� Others present
Date of Inspection: Time arriving at site: �% 7_r3C1 Time leaving site: J�/D
cc:

WQC #3402
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE
FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBERS 18 (MINOR DISCHARGES)
39 (RESIDENTIAL, COMMERCIAL AND INSTITUTIONAL DEVELOPMENTS),
41 (RESHAPING EXISTING DRAINAGE DITCHES), 42 (RECREATIONAL FACILITIES),
43 (STORMWATER MANAGEMENT FACILITIES) AND 44 (MINING ACTIVITIES),
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
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 (DWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0200 for
the discharge of fill material to waters and adjacent wetland areas 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) (18, 39, 41, 42, 43 and 44) of
the Corps of Engineers regulations (i.e., Nationwide Permit No. 39) and for the Riparian Area
Protection Rules (Buffer Rules) in 15A NCAC 2B .0200. This Certification replaces Water Quality
Certification Numbers 3106 and 3108 issued on February 11, 1997, and Water Quality
Certification Number 3287 issued on June 1, 2000 and Water Quality Certification Number 3362
issued March 18, 2002. This WQC is rescinded when the Corps of Engineers re -authorizes
Nationwide Permits 18, 39, 41, 42, 43 or 44 or when deemed appropriate by the Director of DWQ.
The'State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Enumerating and Reporting of Impacts:
• Streams - Impacts to streams as determined by the Division of Water Quality shall be
measured as length of the centerline of the normal flow channel. Permanent and/or
temporary stream impacts shall be enumerated on the entire project for all impacts
regardless of which 404 Nationwide Permits are used. Stream relocations and
stream bed and/or bank hardening are considered to be permanent stream impacts.
Any activity that results in a loss of use of stream functions including but not limited to
filling, relocating, flooding, excavation, dredging and complete shading shall be
considered stream impacts. Enumeration of impacts to streams shall include streams
enclosed by bottomless culverts, bottomless arches or other spanning structures
When a 404 Permit is used anywhere in a project unless the entire structure
(including construction impacts) spans the entire bed and both banks of the stream,
is only used for a road, driveway or path crossing, and is not mitered to follow the
stream pattern. Impacts for dam footprints and flooding will count toward the
threshold for stream impacts, but flooding upstream of the dam will not (as long as no
filling, excavation, relocation or other modification of the existing stream dimension,
pattern or profile occurs) count towards mitigation requirements. Any filling,
excavation, relocation or other modification of the existing stream (other than
flooding) must re-establish the same dimensions, patterns and profiles of the existing
channel (or those of a stable reference reach if the existing channel is unstable) to
the maximum extent practical.
• Wetlands - Impacts to wetlands as determined by the Division of Water Quality shall
be measured as area. Permanent and/or temporary wetland impacts shall be
enumerated on the entire project for all impacts regardless of which 404 Nationwide
Permits are used. Any activity that results in a loss of use of wetland functions
including but not limited to filling, excavating, draining, and flooding shall be
considered wetland impacts. Enumeration of impacts to wetlands shall include
activities that change the hydrology of a wetland when a 404 Permit is used
anywhere in a project.

WQC #3402
• Lakes and Ponds — Impacts to waters other than streams and wetlands as
determined by the Division of Water Quality shall be measured as area. Permanent
and/or temporary water impacts shall be enumerated on the entire project for all
impacts proposed regardless of which 404 Nationwide Permits are used. Any activity
that results in a loss of use of aquatic functions including but not limited to filling and
dredging shall be considered waters impacts.
Application Thresholds - Stream, wetland and water impacts that exceed any of the
thresholds below require a complete application and written concurrence to use this
Certification:
• Total stream impacts of greater or equal to 150 cumulative feet of stream length for
the entire project require written notification to and approval by the Division of Water
Quality, and/or
• Impacts to waters of equal to or greater than 1 /3 of an acre require written notification
to and approval by the Division of Water Quality, and/or
• Wetland impacts of greater or equal to 1/3 of an acre east of 1-95 and 1110 of an acre
west of 1-95 require written notification to and approval by the Division of Water
Quality except as specified below. Any impacts to wetlands adjacent to waters
designated as ORW, SA; WS-I, WS-11 or Trout or are designated as a North Carolina
or National Wild and Scenic River and wetlands classified as SWL and/or UWL as
well as wetlands described in 15A NCAC 2H .0506 (e) require a complete application
and written concurrence from the Division of Water Quality to use this Certification.
These thresholds apply for the entire project regardless of the number of Nationwide
Permits applicable to the Certification that are issued by the USACE for the project;
• Written notification to DWQ is required for all applications that propose to use
Nationwide Permit 18, This notification requirement will be satisfied by providing two
(2) copies of the PCN form to DWQ at the same time that the PCN form is sent to the
US Army Corps of Engineers. A formal application and fee is not required unless
DWQ decides that an Individual Certification will be required for the project. In this
case, the applicant will be notified in writing from DWQ within 30 days of the receipt
of the written notification.
• Proposed fill or substantial modification of any amount of wetlands classified in
accordance with 15A NCAC 2B .0101(e)(7) as Unique Wetlands (UWL) shall require
written concurrence from the Division of Water Quality;
2. Impacts to any stream length in the Neuse, Tar -Pamlico or Randleman River Basins (or
any other major river basins with Riparian Area Protection Rules [Buffer Rules] in effect at
the time of application) requires written concurrence for this Certification from DWQ in
accordance with 15A NCAC 2B.0200. Activities listed as "exempt" from these rules do not
need to apply for written concurrence under this Certification. New development activities
located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not)
within the Neuse and Tar -Pamlico River Basins shall be limited to "uses" identified within
and constructed in accordance with 15A NCAC 213 .0200. All new development shall be
located, designed, constructed, and maintained to have minimal disturbance to protect
water quality to the maximum extent practicable through the use of best management
practices;
3. Irrespective of other application thresholds in this General Certification, all impacts to
perennial waters and their associated buffers require written approval from DWQ since
such impacts are allowable as provided in 15A NCAC 2B. 0212 (WS-1), 2B .0213 (WS-11),
213.0214 (WS-111) and 2B .0215 (WS-IV). Only water dependent activities, public projects
and structures with diminimus increases in impervious surfaces will be allowed as outlined
in those rules. All other activities require a variance from the delegated local government
and/or the NC Environmental Management Commission before the 401 Water Quality
Certification can be processed. In addition, a 30 foot wide vegetative buffer for low
density development or a 100 foot wide vegetative buffer for high density development

WQC #3402
must be maintained adjacent to all perennial waters except for allowances as provided
under the Water Supply Watershed Protection Rules. For the purposes of this condition,
perennial waters are defined as those shown as perennial waters on the most recent
USGS 1:24,000 topographic map or as otherwise determined by local government
studies;
4. Additional site -specific stormwater management requirements may be added to this
Certification at DWQ's discretion on a case by case basis for projects that have or are
anticipated to have impervious cover of greater than 30 percent. Site -specific stormwater
management shall be designed to remove 85% TSS according to the latest version of
DWQ's Stormwater Best Management Practices manual at a minimum.
Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW), water supply waters
(WS), trout waters Jr), high quality waters (HQW), and outstanding resource waters
(ORW), the Division shall require that extended detention wetlands, bio-retention areas,
and ponds followed by forested filter strips (designed according to latest version of the NC
DSNR Stormwater Best Management Practices Manual) be constructed as part of the
stormwater management plan when a site -specific stormwater management plan is
required.
For streams classified as Water Supply, High Quality Waters and Outstanding Resource
Waters, post -construction, on -site stormwater management shall be required as
appropriate and as outlined in 15A NCAC 213 .0104(m) and 2H .1000 to .1007,
respectively, in addition to that required in this General Certification.
Alternative designs may be requested by the applicant and will be reviewed on a case -by -
case basis by the Division of Water Quality.
Approval of stormwater management plans by the Division of Water Quality's other
existing state stormwater programs including appropriate local programs are sufficient to
satisfy this Condition as long as the stormwater management plans meet or exceed the
design requirements specified in this condition. This condition applies unless more
stringent requirements are in effect from other state water quality programs.
• Unless specified otherwise in the approval letter, the final, written stormwater
management plan shall be approved in writing by the Division of Water Quality's
Wetlands Unit before the impacts specified in this Certification occur.
• The facilities must be designed to treat the runoff from the entire project, unless
otherwise explicitly approved by the Division of Water Quality.
• Also, before any permanent building or other structure is occupied at the subject site,
the facilities (as approved by the Wetlands Unit) shall be constructed and operational,
and the stormwater management plan (as approved by the Wetlands Unit) shall be
implemented.
• The structural stormwater practices as approved by the Wetlands Unit as well as
drainage patterns must be maintained in perpetuity.
• No changes to the structural stormwater practices shall be made without written
authorization from the Division of Water Quality.
5. Compensatory stream mitigation shall be required at a 1:1 ratio for not only perennial but
also intermittent stream impacts that require application to DWQ in watersheds classified
as ORW, HQW, Tr, WS-1 and WS-11 unless the project is a linear, publicly -funded
transportation project, which has a 150-foot per -stream impact allowance;
,.
6. In accordance with North Carolina General Statute Section 143-215.3D(e), any
application for a 401 Water Quality Certification must include the appropriate fee. If a

WQC #3402
project also requires a CAMA Permit, one payment to both agencies shall be submitted
and will be the higher of the two fees;
In accordance with 15A NCAC 2M .0506 (h) compensatory mitigation may be
required for impacts to 150 linear feet or more of streams and/or one acre or more of
wetlands for an entire project. For linear public transportation projects, impacts equal to
or exceeding 150 feet per stream may require mitigation. In addition, buffer mitigation
may be required for any project with Riparian Area Protection Rules (Buffer Rules) in
effect at the time of application for buffer impacts resulting from activities classified as
"allowable with mitigation" within the "Table of Uses" section of the Buffer Rules or require
a variance under the Buffer Rules. A determination of buffer, wetland and stream
mitigation requirements shall be made for any Certification for this Nationwide Permit.
The most current design and monitoring protocols from DWQ shall be followed and written
plans submitted for DWQ approval as required in those protocols. When compensatory
mitigation is required for a project, the mitigation plans must be approved by DWQ in
writing before the impacts approved by the Certification occur, unless otherwise specified
in the approval letter. The mitigation plan must be implemented and/or constructed before
any permanent building or structure on site is occupied. In the case of public road
projects, the mitigation plan must be implemented before the road is opened to the
travelling public. Please note that if a stream relocation is conducted as a stream
restoration as defined in The Internal Technical Guide for Stream Work in North Carolina ,
April 2001, the restored length can be used as compensatory mitigation for the impacts
resulting from the relocation;
8. For any project involving re -alignment of streams, a stream relocation plan must be
included with the 401 application for written DWQ approval, Relocated stream designs
should include the same dimensions, patterns and profiles as the existing channel (or a
stable reference reach if the existing channel is unstable), to the maximum extent
practical. The new channel should be constructed in the dry and water shall not be turned
into the new channel until the banks are stabilized. Vegetation used for bank stabilization
shall be limited to native woody species, and should include establishment of a 30 foot
wide wooded and an adjacent 20 foot wide vegetated buffer on both sides of the relocated
channel to the maximum extent practical. A transitional phase incorporating coir fiber and
seedling establishment is allowable. Also, rip -rap, A -Jacks, concrete, gabions or other
hard structures may be allowed if it is necessary to maintain the physical integrity of the
stream, but the applicant must provide written justification and any calculations used to
determine the extent of rip -rap coverage requested. If suitable stream mitigation is not
practical on -site, then stream impact will need to be mitigated elsewhere. Please note
that if -a stream relocation is conducted as a stream restoration as defined in The Internal
Technical Guide for Stream Work in North Carolina , April 2001, the restored length can
be used as compensatory mitigation for the impacts resulting from the relocation;
9, Placement of culverts and other structures in waters, streams, and wetlands must be
placed below the elevation of the streambed to allow low flow passage of water and
aquatic life unless it can be shown to DWQ that providing passage would be impractical.
Design and placement of culverts including open bottom or bottomless arch culverts and
other"structures including temporary erosion control measures shall not be conducted in a
manner that may result in aggradation, degradation or significant changes in hydrology of
wetlands or stream beds or banks, adjacent to or upstream and down stream of the above
structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested to do so in writing by DWQ. Additionally, when roadways,
causeways or other fill projects are constructed across FEMA-designated floodways or
wetlands, openings such as culverts or bridges must be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
aggradation, degradation or significant changes in hydrology of streams or wetlands;

WQC #3402
10. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual' or the "North Carolina Surface Mining Manual' whichever is
more appropriate (available from the Division of Land Resources (DLR) in the DENR
Regional or Central Offices) shall be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management
Practices in order to assure compliance with the appropriate turbidity water quality
standard;
11, All sediment and erosion control measures placed in wetlands and waters shall be
removed and the original grade restored within two months after the Division of Land
Resources has released the project;
12. That additional site -specific conditions may be added to projects proposed under this
Certification in order to ensure compliance with all applicable water quality and effluent
standards;
13. Measures shall be taken to prevent live or fresh concrete from coming into contact
with waters of the state until the concrete has hardened;
14. If an environmental document is required, this Certification is not valid until a Finding of
No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse;
15. If this Certification is used to access building sites, all lots owned by the applicant must be
buildable without additional fill beyond that explicitly allowed under other General
Certifications. The applicant is required to provide evidence that the lots are buildable
without requiring additional impacts to wetlands, waters or buffers if required to do so in
writing by DWQ. For road construction purposes, this Certification shall only be utilized
from natural high ground to natural high ground;
16. Deed notifications or similar mechanisms shall be placed on all lots with remaining
jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds. These
mechanisms shall be put in place within 30 days of the date of issuance of the 401
Certification letter or the issuance of the 404 Permit (whichever is later). A sample deed
notification format can be downloaded from the 401 /Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands , DWQ shall be sent copies of all deed restrictions
applied to these lots;
17. When written concurrence is required, the applicant is required to use the most recent
version of the Certification of Completion form to notify DWQ when all work included in the
401 Certification has been completed;
18. Concurrence from DWQ that this Certification applies to an individual project shall expire
three.years from the date of the cover letter from DWQ or on the same day as the
expiration date of the corresponding Nationwide Permit 18, 39, 41, 42, 43 or 44,
whichever is sooner.

WQC #3402
Non-compliance with or violation of the conditions herein set forth by a specific fill project
may 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 require submission of a
formal application for Individual Certification for any project in this category of activity that
requires written concurrence under this certification, 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 wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date! March 2003
DIVISION OF WATER QUALITY
By
Alan W. Klimek, P,E.
Director
WQC # 3402