SW6080502_HISTORICAL FILE_20080718

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

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July 18, 2008
Onslow Container Service
Ann: Al Hill, President
P.O. Box 9
Dap Rum, NC 28525
SUBJECT: NPDES General Stormwater Permit No. NCG010000
Project ID: Cumbe-200"73
Onslow Container Service
i6'171 �,'Rli
Recently you were seat a letter from the Division of Land Resources (DLR) regarding approval
of your Sedimentation and Plosion Control Plan for the subject development project Accompanying the
DLR letter was a National Pollutant Discharge Elimination System (NPDES) General Stormwater
Permit No. NCG010000. That permit authorial you to discharge stomrwater to the surface waters of
North Carolina Those point source discharges are associated with activities such as clearing, grading,
and other land disturbing and construction activities.
The purpose of this letter is to draw your attention to and to stress the importance of that NPDES
General Stormwata Permit. The requirements contained in the stormwater permit coupled with the
requirements called for by the Division of Lend Resources are vitally important to the protection of the
waters of the State. If you have not already done so, you are urged to immediately read and adhere to
the starmwater permit requirements contained there in. Of particular importance are Parts I and B of the
permit
Peru I and 11 set forth the minimum visual monitoring and reporting requirements for your
starmwarer discharge. In particular, Part 1, Section B describes the visual monitoring frequencies and
locations. the reauitem^ mej.t a_m� a� ge she, andlhensedlamaiutnin.a rmnrn record of
all inspections. Upon commencement of your land disturbing activity, you must initiate the visual
monitoring and record keeping requirements as called for in the permit. The visual monitoring data
results, along with all other permit required records must be maintained on -site and made available to
Division of Water Quality representatives upon request andfm during upcoming inspections. The
remaining parts of the Permit set forth definitions, general conditions, and special conditions applicable
to stonmwata dischmge(s). The conditions include special reporting requirements in the event of
noncompliance, bypasses, treatment unit/process failures, etc.
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Mr. AI HIII
AI Hill Properties, LLC
P.O. Box 9
Deep Run, NC 28525
Mid F. Uft Qo.miv
Willi m a l4w.1' Smemy
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July 3, 2008
Subject: Stormwater Pernik No. SWSOB0502
Onslow Container Service
High Density Commercial Wet Pond Project
Cumberland County
Dear Mr. Hill:
mlem H. Sulk= D'9mv
Did eWMQmI%
The Stormwater Permitting Unit received a complete Stormwater Management Permit
Application for Onslow Container Service on July 2, 2008. Staff review of the plans and
specifications has determined that the ro'ed as proposed, will comply with the
Stormwater Regulations set forth in TI 1'SA NCAC 2H.1000 and Session Law 2006-
246. We are forwarding Permit No. SW6080502, dated July 3, 2008, for the
construction of the subject project
This permit shall be effective from the date of issuance until July 2, 2018, and shall be
subject to the conditions and limitations as specified therein. Please pay special
attention to the Operation and Maintenance requirements In lhis rnit. Failure to
establish an adequate system for inspection and maintenance of the stornwater
management system will result In future compliance problems.
If any parts, requirements, or limitations contained in this ppeermit are unacceptable, yyoou
have the right to request an adJudicatory hearing upon written request whhtn sixy (60)
daayyss following receipt of this permit. This request must be In the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
This project will be kept on file at the Fayetteville Regional Office. If you have any
yuss ions, or need additional information concerning this matter, lease contact Robert
Patterson at [phone], extension 360; or [e-mail]. ,
Sincerely. �+r/
for Golsen H. Sullins
cc: Mr. Glenn Tew, P.E., Jordan — Tew & Associates, PA., P.O. Box 249,
Dunn, NC, 28335
Fayetteville Regional Office
Central Files rk
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July 3, 2008
Mr. Al Hill
AI Hill Properties, LLC
P.O. Box 9
Deep Run, NC 28525
Subject Stormwater Permit No. SW8060502
Onalow Container Service
High Density Commercial Wet Pond Project
Cumberland County
Dear Mr. Hill:
The Stormwater Permitting Unit received a complete Stormwater Management Permit
Application for Onslow Container Service on July 2, 2008. Staff review of the plans and
specifications has determined that the project, as propposed, will comply with the
Stormwater Regulations set forth in Tie 15A NCAC 2H.1000 and Session Law 2006-
246. We are forwarding Permit No. SW6080502, dated July 3, 2008, for the
construction of the subject project.
This permit shall be effective from the date of Issuance until July 2, 2018, and shall be
subject to the conditions and limitations as specified therein. Please pay special
attention to the Operation and Maintenance requirements in this permit Failure to
establish an adequate system for inspection and maintenance of the stornwater
management system will result in future compliance problems.
If eny parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatery hearing upon written reuest within sixty (60)
days following receipt of this permit. This request must be In the form of a written
petition, conforming to Chapter 1508 of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
This project will be kept on file at the Fayetteville Regional Oboe. If you have any
yusstions, or need additional information concerning this matter, lease contact Robert
Patterson at [phone], extension 360; or [e-mail] '
Sincerely,
for Coleen H. Sullins
Cc: Mr. Glenn Tew, P.E., Jordan — Tew & Associates, PA., P.O. Box 249.
Dunn, NC, 28335
Fayetteville Regional Office
Central Files
SPU Files
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STATE OF NORTH CAI
DEPARTMENT OF ENVIRONMENT AND
DIVISION OF WATER C
HIGH DENSITY
In accordance with the provisions of Article 21 of Chapte
North Carolina as amended, and other applicable Laws,
PERMISSION IS HEREBY GRAD
AI Hill / Al Hill Properties, LI
Onslow, Container Sarvb
Front Street, Stedman, Cumbettar
FOR THE
construction, operation and maintenance of a wet deten
the provisions of 15A NCAC 2H .1000 and S.L. 2W6-24
'sfornwaterades) and the approved stomwrater mana
and other supporting date as attached and on file with a
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance i
subject to the following specified conditions and limitatio
R La-9 II[z17c . r _ :.'_.
1. This permit is effective only with respect to the ns
described in the application and other supporting
2. This stomrwater system has been approved for it
runoff as described In Section 1.6 on page 3 of thi
control has been designed to handle the runoff in
Impervious area.
3. The tract will be limited to the amount of bullwpc
this permit, and per approved plans.
4. All stormwater collection and treatment systems r
dedicated common areas or recorded casements
will be recorded showing all such required easem
approved plans.
5. The runoff from all built -upon area within the pair
project must be directed into the permitted storm
Page 1 of 6
i
Side Stomnvaler Permit
Permit No.SW60W502
RESOURCES
143, General Statutes of
lutes, and Regulations
rED TO
C
d county
m pond In compliance with
(hereafter referred to as the
anent plans and specifications
d approved by the Division of
rtil July 2. 2018, and shall be
K
ire and volume of stormwater
eta.
management of stormwater
n perm
t. T a stormwater
square feet of
area Indicated on page 3 of
rst be located in either
rho final plats for the project
its, in accordance with the
Ited drainage area of this
der control system.

state Stommratar Permit
Permit No.SW8080502
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, 3.26
Onsite, a 141,971
Offs@e, 0
b. TotaPlmpervleys Surfaces, ftr: 103,610
Buildinggss fi : 0 '
RoadslP�rking, ft : 103,610 '
Other, RR`` . o
Offske, tt : o .
c. Pond Depth, feet: 3.2
d. TSS removal efficiency: 85%
e. Design Storm: 1.0 inch I. Permanent Pool Elevation, FMS ' 115.50
gg Permitted Surface Area @PP ft" 12,662 '
h. Permitted Storage Volume. ll : 8,365 at temporary pool
I. Storage Elevation, FMSL: 116.08
Controlling Orifice: 1.510 pipe -
Permanent Pool Volume, fits: 40;514 i
I. Forebay Volume, fr: 7,659
m. Recefvmg StreamfRiver Basin: Sandy Creek / Cape Fear
n. Stream Index Number. 18-6&12-6
o. Classification of Water Body 'C; Sw"
11. SCHEDULE OF COMPLIANCE
1. The stomhwater management system shall be cons trucled In Its entirety,
veeggetated and operational for tis Intended use prior to the construction of any
burn -upon surface. '
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stomhwater system functions at optimum
efficiency The approved Operation and Maintenance Plan must be followed In
Its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegetation of slopes and the vegetated finer.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
ons
f4 s brie a oval and uncog ing of outlet structure, orifice device, flow
spreader, catch basins anYphping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DM. The records will indicate me date.
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facifities are constructed In accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
Page 2 of 6

State Stor mailer Permit
Permit No.SW6080502
8. Upon completion of construction, prior to issuanceiof a Certificate of Occupancy,
and prior to operation of this permitted fadl'rklyy a oar ' n must be received
from an appropriate deslpner for the ayatern rmtalled cefifyiat the permitted
facility has been Instal In accordance w8h this permit, the appproved plans and
spec cations, and other supporting documentation. Any deviations from the
approved plans and specifications must be no on the Certtfication. A
modification may be required for those deviations.-
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stomhwater treatment device,
and prior to occupancy of the facility.
8. Access to the stommvater facilities shall be maintained vie appropriate
easements at all times.
9. The permittee shall submit to the Director and shad have received approval for
revised plans. specifications, and calculations priot to construction, for any
modifica8on to the approved plans, Including, but not limited to, those listed
below:
a. Any revision to any them shown on the approved plans, including the
stornwaher management measures, built -upon area, details, etc.
b. Project name change.
a Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The protect area is defined as all properly owned by the permittee,
for which 1mentation and Erosion Control Plan approval or a CAMA
Me or permit was sought. i
f. FIVing In, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The perntttee shall submit final site laCut and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A on of the approved plans and specifications shall be maintained on file by
the on
for a minimum often years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
=5 ad in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certificatibn in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS - -
1. This permit Is riot transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name Change, the perittee must
submit a completed Name/Ownership Change form, to the Division of Water
as I's signed page 2 oft theth form. The and aDro�J meG must Cnied a inugopod supporting
documentation with
Division. The approval of this request will be considered on Its marks and may or
may not be approved.
2. The permittee Is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request'
Page 3 of 6

State Stormwater Permit
Permit NO.SW6D8D5D2
3. Failure to abide byy in
conditions and limitations contained In this pemtit may
subJed the Perm -lee o enforcement action by the Division of Water Quality,
in
accordance with Nort Carolina General Statute 143.215.8A to 143.215.8C.
4. The issuance of this anit does not preclude the Pernittee from complying with
any and all statutes,rrrilets, regulations, or ordinances, which may be Imposed by
other government agi ncies (local, stale, and federal) having jurisdiction.
5. In the event that the I cilitles fail to perform satlsfactod Including the creation
of nuisance condition , the Permittee shall take immediate coma�Dve action,
Including those as nu y be required by this Division, such as the construction of
additional or replat . oelent stormwater management systems.
5. The permittee grants QENR Staff permission to enter the property during normal
business hours for th purpose of inspecting all components of the permitted
stom,mater monagem facility.
7. The permit issued sh I continue in force and effect until revoked or terminated.
The permit may be m ifiedi revoked and reissued or terminated for cause. The
filing of a request for permit modification, revocation and redssuance or
termination does not y any permit condition.
8. Unless specified else tiere, permanent seeding requirements for the stormwater
control must follow th guidelines established in the North Carolina Erosion and
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10.The issuance of this pgrnit does not prohibit the Director from reopening and
modifying theyy permit, gqeevoking and reissuing the permit, or terminating the permit
as allowed
lbythe
Ia ulesand 0. and NCGS 14contained d In Session Law 2D06
11.The pernitt-a shall n ' the Division of any name, ownership or mailing
address changes at le t 30 days prior to making such charges.
Permit issued this the 3n° do of July, 2008.
NORTH CAROLINA E RONMENTAL MANAGEMENT COMMISSION
Management Commission
Page 4 of 6

State Stornwater Permit
Permit No.SW6080502
Onslow Container Service
Stormwater Permit No. SW6080502
Cumberland County
Designer's Certification
t. , as a duty registered
In the State of North Carolina, having been authorized to observe (pedodicaly/ weekly/
full time) the construction of the project,
Onslow Container Service
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and Intent of the approved plans and specifications.
The cheddist of items on page 2 of this forth is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
Page 5 of 6
SEAL

State Stomwater Perk
Pemit No.SW5080502
Certification Requirements:
_1. The drainage area to the system contaUts approximately the permitted
acreage.
_2. The drainage area to the system contains no more than the permitted
amount of built-Npon area.
_3. All the built -upon area associated with the project Is graded such that the
runoff drains to the system.
_4. All roof drains are located such that the runoff is directed Into the system.
_5. The ou0etlbyps�s structure elevations are per the approved plan.
_a. The outlet slruqure is located per the approved plans.
_7. Trash rack Is provided on the outleMypass structure.
_8. All slopes are gF ssed with permanent vegetation.
_9. Vegetated slopes are no steeper than 3:1.
_10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
_12. Required drawdown devices are correctly sized per the approved plans.
_13. All required dealgn depths are provided.
_14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
_15. The required system dimensions are provided per the approved plans.
Please submit this Designer's Certification to: Fayetteville Regional Office
Division of Water Quality
225 Green Street
Systel Building Suite 714
Fayetteville, N?,6 283015094
Cc DWQ Central Files
1617 Mail Service Center
Raleigh, NC 276g9-1617
Page 6 of 8

Wet Detention Basin Inspection and Main)lenance Agreement
I will keep a maintenance record on this MAP. This main record will be kept in a
tog in a known set location. Any defldent BN P elements vn the tnspectian will be
corrected, repaired or replaced immediately. These can affect the integrity
of structures, safety of the public, and the reouwal a of the DW.
The wet detention basin system is defined as the wet dtmtion basin,
pretreatment including forebaya and the vegetated Jilts r if one is provided.
This system (check one):
® does ❑ does not incorporate a vegetated at the outlet
i
This system (duck one):
❑ does ® does not incorporate pretreatment 01her than a forebay.
Important mabuenance procedures:
immediately after the wet detention basin is establisl ad, the plate on the
vegetated shelf and perimeter of the basin should be mtered twice weekly if
needed, until the plants become established (comma Lly six weelo).
No portion of the wet detention pond should be ferd ized attar the first initial
fertilzatlam that is required to establish the plants on the vegetated shelf.
Stable gtoundcovershould be maintained in the dral vage area to reduce the
sediment load to the wet detention basin.
If the basin must be drained for an emergency or to p erforra maintenance, the
Hushing of e,d,,mt through the mtergency dram st4ould be minimized to the
maxammn extent practical. I
Once a year, a dam safety expert should m6pect the elmbmnlm eftL
After the wet detention pond is established, it should be t jcted once a month and
within 24 hours after every etomn event greater than 1a inches (arcs Inches If in a
Coastal County). Records of inspection and matmmmcv shbndd be hyt in a known set
location and must be available upon request
Inspection activities shall be performed as follows. Any Pro - s that are found shall
be repaired maxrediately. II
ne element
Potendel mblem:
li
I will remedfate the blent:
The entire 81"
Trash/debrb b t
the trash debris.
The perimeter the wet
Areas of baresog and/a
PissAde
the w01t neomsary to
detention baste
erosive gullieshaw formed.
the gully, and then plant a
gmu
d cover and water until it Is
esdb
shed. Provide Ilene and a
me-f
afrnilLzarapplknflm.
'
Vegetation b too short or too
Membin
vegetation at a height of
44mam six codas.

IMP element
Potentialproblem:
H. I will remediate theProblem:
The Wet device: pipe m
the pipe is clogged.
lhvlog the pipe. Dispute of the
male
sediment offsite.
The pipe Is asclad or
otherwise
Replace the pipe..
Erosion Is oncuni ng in the
Regede the Swale if neconary to
swab.
smooth it wer and provide erosion
control devices such as reinforced
turf matting or ripmp to avoid
future problems with erosion.
The for o ay
Sediment has accumulated to
Search for the soma of the
adepthgreaterRanthe
sediment aW comedy the problem If
original design depth for
possible. Remove the sediment and
sediment storage.
dippcee of it in a location where it
.
will not muse Impacts to streams or
the IMP.
Erosion has occurred.
Provide additional erosion
protection such ne reinforced turf
matting or riprap I needed to
prevent future erosion problems,
Weeds are present
Remove the weeds, preferably by
hand. If pesticide b used, wipe it on
the plants rather then wrayinx
Ile vegetated ahelf
Best prohwimed prechoes
Prune according to beat professional
show that pruning Is needed
practice,
to maintain optimal plant
health
Plants are dealt diseased or
Determine the source of the
dyin&
problem: sofla, hydrology, disease.
etc Remedy, the problem and
replace plants. Provide a one-time
fertilbza application to establish the
ground cover if a soil test i dimha
It is
Wads are present
Remove the weeds, pref—bly by
hand. R pesticide b used, wipe it on
to Plants rather than
The mats treatment area
Sediment has accumulated o
Search for the source of the
..
a depth greater than the
sediment and ra edy the problem if
original design sediment
possible. Remove the sediment and
stoagr depth.
dispose of R in a location where B
won not cede ionpaco tostrema a
the BMP,
Algal growth coven wer
Consult a professional to remove
50%of the area.
and control the a4W growth.
CattaBe, phregmites a other .
Remove the plants by wiping them
invasive plants cover 50%of
with pesticide (do not spray).
the basin surf e

5WcogoscZ
BW element
Potential blew:
Haw I will reenedlate theproblem:
The embankment
Slob have rtarted to grow
Remove shrub Immediately.
on the embarlmmem.
Evidence of enuskrat m
Use traps to remove musknh and
beaver activity fa pnaent.
oomult a Professional to move
briers.
A tree has serried to grow on
Coruult a dam safety apecWbt to
the embmdmnent
remove the tree.
-
An annual inspection by an
Mats all needed repairs.
appropriate Professional
shows that the embankment
fable
The mile# devlee
Clogging has omured.
t]mn out the outlet devk e. Dispose
of die sediment off-dor.
lheoutlet devine is damaged
Repair or the outlet devim
7U receiving vales
Erosion or other sign. of
Conpct the local NC Dlvldon at
damage have recurred at the
Watir Quality Regional OHim, or
outlet
the 4im Oversight unit at 919-M
178&
i
The mmauring 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 reach 110.0 feet in the main pond, the
sediment shall be removed.
'( 6/ ag
When the permanent pool depth read. l lam, i� to the forebay, the sediment
shall be removed.
Sediment Removal
BASIN DIAGRAM
OVI in ore blanks)
Peon —Pool Elevation 11550 _
—•\ Bottom I1 S
S o age
PORn" MAIN POND

I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of my
problems with the system or prior to any changes to the system or responsible party.
Print ngrne;Al Hill
Note: The lepamy rmpom3>e part' Awls sot be a homeoaaos anocisdm unlm more man sans of
the lob have ben wid mda resident of 0e mbdivi im bee bem named the preaWml.
a Notary public for the State of
t�t>e-3&-% (enA1:M . County of l ene.:O do hereby Certify that
Q L personally appeared before me
day of Ci 3.0IB, and acknowledge the due execution of the
forgoing wet detention basin rgaiatemaa reeluir®ents. Wineav my hand and Official
seal
VLOTARV.
pV8L1G
My commission expires�n_ , a b% a
i o

Filter Strip, Restored Riparian Buffer a�d Level Spreader
Operation and Maintenance Agreement
l will keep a mainOmmioe record on this BW This record will be kept in a
log In a known set location. Any defidermt BMP elenmtis oted in the inspection will be
corrected, repaired or replaced fmriediately. These miss can affect the Integrity
of Shucturm, safety of the public, and the removal of the Me.
Important maintenance procedures:
— Immediately after the f fter ship is established, any planted vegetation
will be watered twice weekly if needed until the p become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to a dense growth of
vegetation
— Stable groumdcover will be maintained in the dravhige area to reduce the
sediment load to the vegetation
— Two to three times a year, grass filter strips will be j owed and the clippings
harvested to promote the growth of thick vegetatica with optimum pollutant
removal efficiency. Turf grass should not be cut sho ter than 3 to 5 inches and
may be allowed to grow as tall w 12 hurlers dependi ig on aesthetic requirements
WIPC, 1993), Forested filter ships do not require th a type of maintenance.
— Once a year, the loll will be aerated if necessary.
— Once a year, soil pH will be tested and time will be ac
II ed if necessary.
After the filter strip is established. it will tie lrmspecled gtigrt}rly and within 26 hours
after every storm event greater than L0 inch (or Ls in h j��fnin a Coastal Caanty).
Records of operation and maintenance will be kept in a act location and will be
available upon request. .
Inspection activities shall be performed as follows. Any pro lens that are found shall
be repaired immediately.
Brdr element:
Potential probleac
Havi
I will •emedlete the prublear
The entire fihv strip
Tradi/debrie is present
Rembve
the bash/debiis.
teat
i
The flow splatter device
The flaw splitler device is
Unc
the awweyarce and dtspme
(if applicable)
of
sedhnuri off -site.
The raw splifter devi a is
Make
my neomeay -Pat" or
damaged.
rep
if daaaga is too tars. for
Form SWU401-herd Sp eLdc, Haar SftV, R=Wrcd
Page 1 of 3

UNIF element;
Potential probleau
How I will temediste the blew:
The male and the Iced
lip
The awale is clogged with
sediment.
Remove the sediment cad disposes
of It affaite.
The level lip Is cracked,
settled, undercut, eroded or
oUrmvix
Repair or replace lip.
Maas Is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that Is higher than the level Hp, and
shows atenmwater hen
than plant a ground cover and
bypassed it,
water mdH It is established. Provide
lime and a one -tiara fert0irm
. Rcetion.
MYees or shrubs have begun
Remove them
to grow on the awale or Just
downsWoe of the level lip.
The bypass channel
Areas of base soli and/or
Regrade the sell If necessary to
arrive gullies hove formed.
remove the gully, and Caen
reestablish proper erosion control.
Turf remforcmnen h
damaged or ripap Is rolling
Study the site to see if a large
bypass channel is needed itdarpif
downhill
necessary). After this, reestablish
the erosion control material.
7be filter strip
Gras Is too short or too long
Maintain grass at a height of
if applicable).
a anima throe to air amiss.
Arms of bare soli and/or
Regrade the toll R necessary to
erosive gullies have formed.
tvmove the gully, and then plant a
grand corer and water until B Is
established. Provide Hue and a
cee-f ne fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip.
reshbWu the soil with vegetation if
.
neressary. Provide It.. and a one-
time fertilizeapplication.
Plants ase desiccated.
Provide additional irrigation and
fertilizer w needed.
Plants me dead diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease.
etc Remedy the problem and
replace plants. Provide a one -tame
fertilizer apphosticrL
Nuisance vegetation is
Remove vegetation by hand R
drokhng out desirable spedes.
possible. If pesticide is used, do not
allow it to gel into the receiving
water.
The receiving wafer
Erosion or other signs of
Contact the NC Division
havoccurredWWeter
damage veoccurredre red at the
Quality local Reg(oe] fNftR or the
cutlet.
401 Ov tUnit at 91%7d34786.
Farm SWIH01-Iseel Spreads, FilterSnip, Reatored Rini® Bps O&M-Ray.3 Pge2of3

PcmitNmber 5W60G(05'0Z_
QpbeP vIdofbYDPQ)
I acknowledge and agree by my signature below that I am mispoasble for the
performance of be 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 parry.
PMjeer name:Onslow Container Service
BMP dnW=ge ores number:l
Note: The lessnym ponable party shmld not be a bomeoums wocIj ti= unkaa mom dwo 50%of
th; 1m haw bees sold and amidst of the sabdirielon bur Gem onaod dro pro"caL
a V%r!!L ra Notary Public far me state of
tJ06%y' C A'S"" . Countyof Uhaid- do herby certify that
NVLi%k personally appeared before me this 3fZ
day ofP�W \ r;)nO.S� and adnowledge the due eaavtion of the
forgoing filter strip, riparian buffer, and/or level spreader mafutensace requirements.
Witness
�myhand and official seal,
iCr0/ A H �otp-
Nrn'itRM n
iGir°OBLIO FU
COU
• n... 00
SEAL
My commiwioa expires �. n..t�e... ��`. e70� p
Form SWU401-Local Sp.eda, Filter Snip, Ramrod Riparian Burry O&M-Rev.3 Page 3 of 3

TF9
Mr. Al Hill
At Hill Properties, LLC
P.O. Box 9
Deep Run, NC 28525
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
July 3, 2008
Subject: Stormwater Permit No. SW6080502
Onslow Container Service
High Density Commercial Wet Pond Project
Cumberland County
Dear Mr. Hill:
Coleen H. Sullins, Director
Division of Water Quality
®VQ
The Stormwater Permitting Unit received a complete Stormwater Management Permit
Application for Onslow Container Service on July 2, 2008. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2006-
246. We are forwarding Permit No. SW6080502, dated July 3, 2008, for the
construction of the subject project.
This permit shall be effective from the date of issuance until July 2, 2018, and shall be
subject to the conditions and limitations as specified therein. Please pay special
attention to the Operation and Maintenance requirements in this permit. Failure to
establish an adequate system for inspection and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within sixty (60)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150E of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
This project will be kept on file at the Fayetteville Regional Office. If you have any
Patterson at [phone], extension 360; or [e-mail].
questions, or need additional information concerning this matter, please contact Robert
Sincerely,
for Coleen H. Sullins
cc: Mr. Glenn Tew, P.E., Jordan — Tew & Associates, P.A., P.O. Box 249,
Dunn, NC, 28335
Fayetteville Regional Office
Central Files
SPU Files
N''orpp`hCarolina
�vnlurn!/il
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: wwwncwaicraualllv.ora Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50 % Recycled/l 0% Post Consumer Paper

State Stormwater Permit
Permit No.SW6080502
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
.North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Al Hill / AI Hill Properties, LLC
Onslow Container Service
Front Street, Stedman, Cumberland County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 and S.L. 2006-246 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until July 2, 2018, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 103,610 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 1 of 6

State Stormwater Permit
Permit No.SW6080502.
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area,.aSres: 3.26
Onsite, ft : 141,971
Offsite, ftZ: 0
b. Total lmpervioys Surfaces, ftZ: 103,610
Buildings ft : 0
Roads/Parking, ftZ: 103,610
Other, ft2. 0
Offsite, ft2: 0
" c. Pond Depth, feet: 3.2
d. TSS removal efficiency: 85%
e. Design Storm: 1.0 inch
f. Permanent Pool Elevation, FMS�: 115.50
g. Permitted Surface Area @PP ft : 12,662
h. Permitted Storage Volume, ft�: 8,365 at temporary pool
is Storage Elevation, FMSL: 116.08
j. Controlling Orifice: 1.5'OJ pipe
k. Permanent Pool Volume, ft3 : 40,514
1. Forebay Volume, ft3: 7,659
m. Receiving Stream/River Basin: Sandy Creek / Cape Fear
n. Stream Index Number:18-68-12-6
o. Classification of Water Body: "C; Sw"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
- ..the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months). .
b. Sediment removal.
C. Mowin.9 and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g._ Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
Page 2 of 6

State Stormwater Permit
Permit No.SW6080502
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior -to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area. .
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
.Page 3 of 6

State Stormwater Permit
Permit No.SW6080502
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated. .
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11.The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
Permit issued this the 3rd day of July, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Permit
Permit No.SW6080502
Onslow Container Service
Stormwater Permit No. SW6080502
Cumberland County
Designer's Certification
I, as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
Onslow Container Service
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2.of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 5 of 6

State Stormwater Permit
Permit No.SW6080502
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no. more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
Please submit this Designer's Certification to
Fayetteville Regional Office
Division of Water Quality
225 Green Street
Systel Building, Suite 714
Fayetteville, NC 28301-5094
Cc: DWQ Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
Page 6 of 6

T
�F W A TF
Michael F. Easley, Governor
William G. Ross Jr., Secretary
j r North Carolina Department of Environment and Natural Resources
1
Y Coleen H. Sullins, Director
Division of Water Quality
July 3, 2008
Mr. Al Hill
AI Hill Properties, LLC
P.O. Box 9
Deep Run, NC 28525
Subject: Stormwater Permit No. SW6080502
Onslow Container Service
High Density Commercial Wet Pond Project
Cumberland County
Dear Mr. Hill:
The Stormwater Permitting Unit received a complete Stormwater Management Permit
Application for Onslow Container Service on July 2, 2008. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2006-
246. We are forwarding Permit No. SW6080502, dated July 3, 2008, for the
construction of the subject project.
This permit shall be effective from the date of issuance until July 2, 2018, and shall be
subject to the conditions and limitations as specified therein. Please pay special
attention to the Operation and Maintenance requirements in this permit. Failure to
establish an adequate system for inspection and maintenance of the stormwater
management system will result in future compliance problems.
If any Parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within sixty (60)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150E of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
This project will be kept on file at the Fayetteville Regional Office. If you have any
questions, or need additional information concerning this matter, please contact Robert
Patterson at [phone], extension 360; or [e-mail].
Sincerely,
for Coleen H. Sullins
cc: Mr. Glenn Tew, P.E., Jordan — Tew & Associates, P.A., P.O. Box 249,
Dunn, NC, 28335
Fayetteville Regional Office
Central Files
SPU Files N'o�` hCarolina
waturn!(y
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www ocwamrauality o e Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper

a'
State Stormwater Permit
Permit No.SW6080502
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
AI Hill / Al Hill Properties, LLC
Onslow Container Service
Front Street, Stedman, Cumberland County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 and S.L. 2006-246 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until July 2, 2018, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 103,610 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 1 of 6

State Stormwater Permit
Permit No.SW6080502.
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, aSres: 3.26
Onsite, ft : 141,971 `
Offsite, ft2: 0
b. Total lmpervioys Surfaces, ftZ: 103,610
Buildings ft : .0
Roads/Parking, ft2: 103,610
Other, ft2' 0
Offsite, ft2' 0
c. Pond Depth, feet: 3.2
d. TSS removal efficiency: 85%
e. Design Storm: 1.0 inch
f. Permanent Pool Elevation, FMSJ : 115.50
g. Permitted Surface Area @PP ft : 12,662
h. Permitted Storage Volume, ft�: 8,365 at temporary pool
is Storage Elevation, FMSL: 116.08
j. Controlling Orifice: 1.5"0 pipe
k. Permanent Pool Volume, ft3: 40514
I. Forebay Volume, ft3: 7,659
m. Receiving Stream/River Basin: Sandy Creek / Cape Fear
n. Stream Index Number: 18-68-12-6 -
o. Classification of Water Body: "C; Sw"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface. -
2. During construction, erosion shall be kept to a minimum and any eroded areas of
- the system will be repaired immediately..
3. ` The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowin.9 and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications..
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
Page 2 of 6

State Stormwater Permit
Permit No.SW6080502
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification maybe required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. -The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
Page 3 of 6

State Stormwater Permit
Permit No.SW6080502
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated. .
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
. and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11.The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
Permit issued this the 3`d day of July, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Permit
Permit No.SW6080502
Onslow Container Service
Stormwater Permit No. SW6080502
Cumberland Countv -
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
Onslow Container Service
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built Within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 5 of 6

State Stormwater Permit
Permit No.SW6080502
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7.. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
Please submit this Designer's Certification to: Fayetteville Regional Office
Division of Water Quality
225 Green Street
Systel Building, Suite 714
Fayetteville, NC 28301-5094
Cc: DWQ Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617,
Page 6 of 6

i - 1
THE CLARK GROUP
VIA EMAIL ([e-mail]) AND US MAIL
June 25, 2008
Jordan-Tew & Associates, P.A.
Attn: Mr. Glen Tew, P.E.
P.O. Box 249
Dunn, North Carolina 28335
Re: Additional Information Request
Onslow Container Service
Stedman, North Carolina
Clark Project No. 08136
Dear Mr. Tew:
Geo-Environmental Services
Land/Hydrographic Surveys
Forestry Services
'ECEIVE
JUL 0 2 2008
The purpose of this letter is to transmit additional information in accordance with the May 27, 2008
request from North Carolina Division of Water Quality (NCDWQ). As we discussed on the phone, we
are responding to the inquiries applicable to the work performed by our company, so that'you can
incorporate it into your comprehensive response to NCDWQ.
To respond to item number 4, a copy of the Request for Jurisdictional Determination that was
submitted to the Army Corps of Engineers (ACOE) is attached for your use. The submittal was sent to
the ACOE on June 6, 2008, but has not been signed and sent back. We will transmit a copy of the
signed map to your office once it is received.
A determination of the seasonal high water table (SI-IWT) elevation was requested at the location of
the pond in item number 5. The Clark Group advanced several borings in the vicinity of the proposed
pond and found that the SFIWT ranged, depending on location, from an elevation of approximately
118.5 ft. above mean sea level (msl) to 120.3 ft. msl within the basin.
Borings advanced along the boundary of the wetland indicate that the SHTW is approximately 1 ft.
below ground surface. The most upgradient portion of the wetland exists at an elevation of
approximately 117.0 ft msl; therefore, the SHWT exists at an elevation of approximately 116.0 ft. msl
along the upgradient wetland boundary. As impacts to the wetland hydrology are the point of concern,
this elevation is the limiting SHWT condition.
Corporate: 5000 Blue Clay Road Castle Hayne, NC 28429. Post Office Box 10136 Wilmington, NC 28404
[phone] Office - [phone] Facsimile
www.clarkerouo.us

Mr. Glen Tew
June 25, 2008
Page 2
The permanent pool elevation of the proposed pond is set at 115.50 msl, and it exists upgradient to the
wetland area. Because groundwater flows toward the wetland from areas around and upgradient of the
proposed pond, where the SHWT elevation occurs several feet above the SHWT at the wetland, after
pond construction, a continuing source of groundwater will exist to flow into the wetland system, as it
does presently.
Should you have any questions or require additional information, please contact our office.
Sincerely,
st-eai'
Stephen L. Clark, P.G.
Project Supervisor
Cc: Mr. Gary A. Mitchell, Senior Vice President, The Clark Group

I
I � I
I
I �
Billy D. Horne I 123
Db 5258, Pg 602
Troct Threeth
I I
SHWT
2 119.53' z
SHWT „ 160, ,zz ,z,
42
118.5 I
I
x
I
-r- _ -,
SH WT r FFER
120.33' - SHWT
HI T
115
' Ae I
—113 --- I ----�\ \ \ \ \
"2— '._ — ' .`_.� : \ —�—\50''R AR SETgAC'C
— — — — — — — — — —
AREA OF - --177— �,z? : 'S• ': -117 —
WETLANDS' '
0.32 -ACRE . . . -
— — — — — _ _ _ _ _ SRB
SHWT
NiF 116.0'
Culbreth Land Limited I
Ob 5274, Pg 808
0495-36-6549 1
1 100 YEAR FLOOD LINE
MAP PREPARED UTILIZING A PORTION
OF THE SITE MAP PREPARED BY
I
JORDAN / TEW & ASSOCIATES, INC.
THE CLARK
GROUP
i
SITE MAP DEPICTING THE EXISTING TOPOGRAPHIC CONTOURS,
PLANNED STORM WATER BASIN, WETLAND BOUNDARY, AND
SEASONAL HIGH WATER TABLE (SHWT) ELEVATION ESTIMATES
Billy D. Horne
Db 5258, Pg 602
Troct Three
I
I
J
RB
NORTH
SCALE. 1 "-50'
• SHWT DETERMINATION FROM SOIL BORING
• SHWT AT BOUNDARY OF WETLAND
EXHIBIT MAP
oruwHeW R,D I oA6125108

SOILS
Map Unit Name
(Series and Phase): Johnston Loam
Drainage Class: Very Poor
Taxonomy (Subgroup): Cumulic Humaouepts
Confirm Mapped Type? Yes_ No
Profile Description:
Depth Matrix Colors Mottle Colors
Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure. etc.
0-8 10 YR 2/1
Muck
8-15 10 YR 2/1
Fine Sandy Muck
15-18+ 10 YR 7/1
Fine Sand
Hydric Soil Indicators:
Histosol
Concretions
X Histic Epipedon X
High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor _Organic
Streaking in Sandy Soils
Aquic Moisture Regime _Listed
On Local Hydric Soils List
_ Reducing Conditions _Listed
on National Hydric Soils List
Gleyed or Low-Chroma Colors
Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Yes
X
No
Wetland Hydrology Present?
Yes
X
No
Hydric Soils Present?
Yes
X
No
Remarks:
Is the Sampling Point
Within a Wetland? Yes X No_

DATA FORM.
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: OCS Cumberland County Site CES Project No. 08136
Date: 4/28/08
Applicant / Owner:
County: Cumberland
Investigator: The Clark Group Environmental Division
State: NC
Do normal circumstances exist on the site? Yes X No
Community ID: WET
Is the site significantly disturbed (Atypical situation)? Yes_ No X
Transect ID:
Is the area a potential problem area? Yes_ No X
Plot ID: A3
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator I Dominant Plant Species Stratum Indicator
1. Pinustaeda
2. Acer rubrum
3. Liriodendron tulipifera
4. Acer rubrum
5. Pinus taeda
6. Ilex coriacea
7. Clethra alnifolia
8. Persea borbonia
T FAC
T
FAC
S/S
FAC
S/S
FAC
S/S
FAC
S/S
FACW
S/S
FACW
S/S
FACW
9. Rubus hisnidus
10.Osmunda reealis
11. Woodwardia areolata
12. Toxicodendron radicans
13. Smilax laurifolia
14.
S/S FACW
1-I OBL
H OBL
V FAC
V FACW+
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100%
Remarks:
N: 35° 00' 23.0"
W:78°4P 11.2"
HYDROLOGY
Recorded Data (Describe In Remarks):
Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs
Primary Indicators:
Other
X Inundated
X Saturated in Upper 12"
X No Recorded Data Available
Water Marks
Drift Lines
Field Observations:
Sediment DepositsX
_
Drainage Patterns in Wetlands
Depth of Surface Water: 2 (in.)
Secondary Indicators:
_ Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: 13 (in.
Water -Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: 0 (in.)
X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:

SOILS
Map Unit Name
(Series and Phase): Johnston Loam
Drainage Class: Very Poor
Taxonomy (Subgroup): Cumulic Humaaueots
Confirm Mapped Type? Yes_ No_
Profile Description:
Depth Matrix Colors Mottle Colors
Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure. etc.
0-8 10 YR 2/ 1
Muck
8-15 10 YR 2/1
Fine Sandy Muck
15-18+ 10 YR 7/1
Fine Sand
Hydric Soil Indicators:
Histosol
Concretions
X Histic Epipedon X
High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor _Organic
Streaking in Sandy Soils
Aquic Moisture Regime _Listed
On Local Hydric Soils List
Reducing Conditions _Listed
on National Hydric Soils List
— Gleyed or Low-Chroma Colors
Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No
Wetland Hydrology Present? Yes X No -
Hydric Soils Present? Yes X No —
Remarks:
Is the Sampling Point
Within a Wetland? Yes X No

DATA FORM.
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project I Site: OCS Cumberland County Site CES Project No. 08136 Date: 4/28/08
Applicant 1 Owner: County: Cumberland
Investigator: The Clark Group Environmental Division State: NC
Do normal circumstances exist on the site? Yes X No Community ID: WET
Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem area? Yes_ No X Plot ID: A3
(explain on reverse if needed)
VEGETATION
Dominant Plant Species
Stratum
Indicator
Dominant Plant Species
Stratum
Indicator
1. Pinus taeda
T
FAC
9. Rubus hispidus
S/S
FACW
2. Acer rubrum
T
FAC
10. Osmunda renalis
1-1
QBL
3. Liriodendron tulipifera
S/S
FAC
11. Woodwardia areolata
fl
OBL
4. Acer rubrum
S/S
FAC
12. Toxicodendron radicans
V
FAC
5. Pious taeda
S/S
FAC
13. Smilax laurifolia
V
FACW+
6. Ilex coriacea
S/S
FACW
14.
7. Clethra alnifolia
S/S
FACW
15.
8. Persea borbonia
S/S
FACW
16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-).
100%
Remarks:
N: 35' 00' 23.0"
W:78'4P 11.2"
HYDROLOGY
Recorded Data (Describe In Remarks)
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available
Field Observations:
Depth of Surface Water: 2 (in.)
Depth to Free Water in Pit: 13 (in.)
Depth to Saturated Soil: 0 (in.)
'Remarks:
Wetland Hydrology Indicators
Primary Indicators:
x Inundated
x Saturated in Upper 12"
Water Marks
_ Drift Lines
Sediment Deposits
x Drainage Patterns in Wetlands
Secondary Indicators:
_ Oxidized Roots Channels in Upper 12"
_ Water -Stained Leaves
Local Soil Survey Data
x FAC-Neutral Test
Other (Explain in Remarks)

'06J06!2008
e�ies�?taes
07:29 252-523-0651 ONSLOW CONTAINER SER
16:27 9106023575 THECLARKGROU
.[ HE QLARK GROUP
PAGE 02/02
PAGE 02/02
Geo•Envirarnmental Services
Lan.d/Hydrographic Surveys
1, Al Hill _ _ herebv autborim The Clark Group to act as my agent in all dealings
with federal and state rcgulatory agencies on my property, comprised of approximately 4.66 acres, located
south of and adjaccrit to Front Street; east of Carol Street. south of Clinton Road, in the City of Stcdman,
County of Cumberland, State of North Carolina.
Sigmed:
Date:
Corporate Office: 5000 Blue Clay I2omd Castle Hayne, NC 28429 • Post Office Box 1.01.36 Wilmington, NC
28404
[phone] Officc • (91.0) 602-3975 Facsimile . wwxv.clarkgroup.us

THE CLARKGRoup
LTA Ey1.Y0/�i1J
June 6, 2008
Ronnie Smith
US Army Corps of Engineers
Wilmington Field Office
69 Darlington Ave.
Wilmington, NC 28403
Re: Request for Jurisdictional Determination
Clark Project # 08136
Dear Mr. Smith,
Geo-Environmental Services
Land/Hydrographic Surveys
JUL 0 2 2008
This correspondence is to request a jurisdictional determination for a tract of land comprised of
approximately 4.66 acres, located south of and adjacent to Front Street, east of Carol Street,
south of Clinton Road, in the City of Stedman, County of Cumberland, State of North Carolina.
Accompanying this correspondence are numerous resources designed to provide you with a
significant overview of the project site including a checklist of relevant information, upland and
wetland determination forms, owner information, map resources and driving directions.
Please review this information and if you find it acceptable, please contact me to set up a time to
meet on site. Thank you for your time and consideration in this matter.
Sincerely,
I2laW' l
Mikaela Anderson
Office Manager, Wetlands Division
Enclosure
Corporate Office: 5000 Blue Clay Rd. Castle Hayne, NC 28429 • P.O. Box 10136 Wilmington, NC
28404
[phone] Office • (910).602-3975 Facsimile • www.clarkgroup.us

1
nP.
11

Checklist:
RI bill
✓Property owner: name P.O. &OX q
mailing address D Ron�NC 20525
phone number
te_�5
/ (25 27 'Sa9fl
Applicant (if different Tv- &da �Iw�P
from property owner): name I�t NL 2
mailing address wilm�
phone number
yC_.. Written authorization from the owner to enter the site. 1
Physical site address (road number, town, etc.). 62CR `' �5 �L
N/&Subdivision name.
Lot number.
., Driving directions to the site. e, 60'--ett
Name of nearest named water body to which the site is hyrdologically cor^ected.l5xvldy
Nkame of nearest named water body to the site (if isolated).
Name of drainage basin. LA?f *eAV
J Decidegrees location of the site (available from topozone.com). 3
5,opfo333N �`�•�4�$2781nJ
zmaps.of different scales to provide a zoom -in effect oft the site:
Name of USGS quad in which the site is found. 5tedw
/
A map or property survey that clearly shows the property boundaries.
/ +
Total area (approximate in acres) of the site. �.
Area (approximate in acres) of jurisdictional wetlands on site.

Application Completeness Review
S First Submittal ❑ Re -submittal Date Received: -5zz W Date Reviewed
Development/Project Name: ONJSLxw c.oArfgW s R40e-d
Receiving stream name SA -A t>y i ,2nrLu
classification: C= ; S W
For post -construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HQW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy.
Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds): A
Latitude and Longitude: 35', oaf' ✓ 96• s S'V? i ✓ Jurisdic iot n
Project Address: f DM;T sT. 4 57rZ-1> ✓ , ^/L
Engineer name and firm: JeHNuYG�rsnvTvv✓ ortp�N—TCt/&�lssoc, P,+
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets 2-'High Density ❑ Other
? of 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or addinfo letter)
d BUA 1)3
E( Check for $505.00 included
ua' Original signature (not photocopy) on application
Y Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LC-member/manage , Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.nc.us/corporations/thepage.aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided
which includes the name, title, mailing address and phone number of the person signing the letter.
17a❑ For subdivided projects, a signed and notarized deed restriction statement
e' Sealed, signed & dated calculations
E' Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
V Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑ Stormwater Wetland
IaWet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
a' Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
Er� Narrative Description of stormwater management provided
? Mr� Soils report provided
Y� Wetlands delineated or a note on the plans that none exist on site and/or adjacent property
a� Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
o- Dimensions & slopes provided
a"" Drainage areas delineated 3'6ervious and impervious reported for each 21 Areas of high density
0� Inspection and maintenance agreements provided
❑ Application complete E (Application Incomplete Returned: 'i (Date)
May 14, 2008 Revision

SL 2006-246 Section 9 Post Construction Requirements for Non -Coastal Counties
Low -density projects
❑ No more than two dwelling units per acre or 24% built -upon area;
❑ Vegetated conveyances to the maximum extent practicable;
❑ Built -upon areas at least 30 feet landward of perennial and intermittent surface waters
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures.
High density projects
❑ Control and treat runoff from the first one -inch of rain.
❑ Runoff volume drawdown time must be a minimum of 48 hours, but not more than 120 hours;
❑ Discharge the storage volume at a rate equal to or less than the predevelopment discharge rate for the
one-year, 24-hour storm.
❑ Achieve 85% average annual removal of total suspended solids.
❑ For BMPs that require a separation from the seasonal high-water table (SHWT), the separation shall include
at least 12 inches of naturally occurring soil above the SHWT.
❑ Stormwater management measures must comply with the General Engineering Design Criteria For All
Projects requirements listed in 15A NCAC 2H .1008(c);
❑ All built -upon areas are at least 30 feet landward of perennial and intermittent surface waters;
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures
❑ Provide a mechanism to require long-term operation and maintenance of Best Management Practices
Post -Construction Runoff Controls for T&E Species
Goose Creek, Six Mile Creek and Waxhaw Creek Watersheds
Buffers
❑ 200' undisturbed buffers on perennial streams
❑ 100' undisturbed buffers on intermittent streams
Low -density projects
❑ All built upon area shall be limited to 10 percent.
❑ Use of vegetated conveyances to the maximum extent practicable;
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures
High -density projects
❑ The Stormwater control measures must control and treat the difference between the pre -development and
post -development conditions for the 1-year 24-hour storm.
❑ Runoff volume drawdown time must be a minimum of 48 hours, but not more than 120 hours;
❑ All structural stormwater treatment systems must be designed to achieve 85% average annual removal of
total suspended solids;
❑ Stormwater management measures must comply with the General Engineering Design Criteria For All
Projects requirements listed in 15A NCAC 2H .1008(c)
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures.
❑ Provide a mechanism to require long-term operation and maintenance of Best Management Practices
High Density Projects that require a 401/404 within an NSW
❑ 85% TSS
❑ 30% TN
❑ 30% TP
May 14, 2008 Revision

JORDAN - TEW & ASSOCIATES, P.A.
ENGINEERING, SURVEYING, MATERIALS TESTING & PLANNING
102 WEST BROAD STREET (ZIP 28334)
P.O. BOX 249
DUNN, N.C. 2833
RONNIE E. JORDAN, P.L.S. EMAIL: jordan[ew .'"t TELEPHONE: [phone]
JOHNNY GLENN TEW, P.E. FAX: [phone]
June 24, 2008
JUL 0 2 20)(18
N.C. Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Attention: Robert D. Patterson, PE — Storm Water Permitting Unit
Reference: Storm Water Project No. SW6080502 — Onslow Container Service
Cumberland County
Dear Mr. Patterson:
Please find attached to this summary letter revised plans, revised calculations, and other
items which address your review comments dated 5/27/08. We have addressed each of
your comments as follows:
1). We have completed a new wet pond supplement and level spreader on the most
current forms. We have also completed the required items check list for each supplement.
2). There will not be any buildings on site, only the gravel storage area as shown.
3). We have provided for a permanent berm to be installed between the edge of gravel
and the street Right of Way at Front Street. We have also provided spot elevation at each
entrance which are higher than the street. These measures will assure that no water from
Front Street flows onto the site. There will not be any off site drainage flowing onto the
site due to the proposed finish grades of the site and the berm along the Northern portion
of the gravel. area.
4). We are providing with this submission a copy of the wetland map that was submitted
to the Corp of Engineers.
5). We are providing with this letter a revised subsurface report which designates 116.00
as the seasonal high water table elevation. Our permanent pool elevation is 115.50 which
is 6" below the SH WT.
6). We have removed the French drain from this revised plan.
7). We have calculated an average depth of 3.2' for the pond as designed.
8). We have shown a pond easement area and an access easement from the pond to the
public right of Way.
9). We are providing a corrected and revised Sheet 43 for the wet pond O & M.
10). We have revised the orifice draw down calculations within the revised storm water
calculations furnished with this submission.

11). We have revised the outer slopes of the forebay (above the permanent pool
elevation) to be a 3:1 slope.
12). We have provided a Rip Rap Swale liner for the emergency bypass swale (see detail
sheet).
13). We have provided for 0.2% slope on the outlet pipe.
14). We have used the 1 year, 10 year and 100 year intensity from the NOAA Station
close to the site (Intensity form is included with this submission).
15). We have shown the finish grade contours at the level spreader which clarifies that
the level spreader lip is elevation 115.00, while the down slope elevation of the filter trip
is 114.33 (also see level spreader detail).
16). We have revised sheet L-101 to be consistent with the revised plans. We have made
the level spreader parallel with the down slope contours.
17). We have revised the landscape planting plan for the filter strip.
18). We have revised the landscape plan to address this issue.
19). We have revised the landscape plan to move any plantings out of the flow line of the
swale. This will allow the flow line of the swale to the grass only.
20). There are no turn lanes or road widening involved in this project.
21). We have provided a revised wet pond supplement and a revised filter strip
supplement on the most current forms.
We trust that these revised plans and additional information will be sufficient for
approval of this storm water permit request.
Sincerely,
Jordan-Tew & Associates, P.A.
ohnny Glenn Tew, P.E.
JGT:dI

WETLAND CERTIFICATION
..."I'll,...
The wetlands identified on this plat
.CAR �..;
were located using a Trimble Geo
;.`
O:'ESS1t)'•.,2=
•`;'•Qo y ";
XH GPS Receiver which delivers
,•v
a
dilferentiolly corrected C/A positions '
I SEAL =
to submeter accuracy on o second =
L_3sao
`'.may
by econd basis. -
'N22 SURVf.1 .
U°V1J Q, r/aya Y� L-Ja4U
11
NAII N�
CORPS CERTIFICATION
This certifies that this copy of this plot accurately
depicts the boundary of the jurisdiction of Section 404 -
of the Clean Water Act as determined by the
undersigned on this dote. Unless there is a change in SR
the low or our published regulations, this determination
of Section 404 jurisdiction may be relied upon for a
period not to exceed five years from this dote. This
determination was made utilizing the 1987 Corps of
Engineers Wetlands Delineation Manual A
- o
REGULATORY OFFICIAL
TITLE
DA TE
USACE ACTION ID
LEGEND
A WETLAND FLAG
SRB - REBAR PIPE (SET BY
MICHAEL TATE PROFESSIONAL
LAND SURVEYOR)
EIP - EXISTING IRON PIPE
Date: April 28, 2008
Party Chief:
B.A.
Project No.:
08136_001
Drawing No:
08136-001-COE.dwg
Drown By.
W.R.D
SURVEY FOR:
At Hill
t
Deep Run, NC 28525
\
\
\ �d`ed-•pe
bOr
CO
\ ` ood
i FrOnt street FRONT STREET \ �H
6.3j5, (60• PAVEMENT ENDS \ �
N40'41'29"W
CH=65.35' RB °ye°
DEL TA= 68 "45'46" �V)5
R=57.86'
L=69.44' ems_ //6/66' r._
-Gz N��•�iD
0
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Lnxo po �� SRB
W �m7�>A3
rnz o �2<
0
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ox'm
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SRIB
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00n
Of Stedman, Cedar Creek Township
)erlond County, North Carolina
T 1 OF 1
Scale: i0
N ■ O��
000 i�
AEIP
SURVEY NOTES:
1) No boundary survey has been performed
on this tract by The Clark Group. Boundary
referenced to survey performed by Michael
Tate Professional Land Surveyor.
Doted: 11-21-07. Drawing No: 2298-22 CC.
2) Tract Parcel ID and Deed Reference:
A) Portion of Deed Book: 5258, Page: 602
B) Portion of NAD 83 PIN: 0495-39-8185
3) All areas figured by coordinate method.
4) All distances ore horizontal measurements.
S35'05'27"E
CH=12.20'
DELTA=2'21'12"
R=297.04'
L=12.20'
LOT 18
5.20 AC.
W
NOW OR FORMERLY
CULBRETH LAND LIMITED
DEED BOOK: 5274, PAGE: 808
TAX PIN ID: 0495-36-6549
LOT 19
TOTAL TRACT SIZE:
4.661 ACRES
TOTAL WETLAND AREA.
0.32t ACRES (77)
TOTAL UPLAND AREA:
4.34t ACRES (937)
F
"W 1127.77' (TOTAL)'
I
VICINITY MAP
NOT TO SCAL£
440
LOT 20
4.86 AC.
"A" WETLAND LINE TABLE
WET FLAG
LENGTH
BEARING
WET FLAG
PROP. LINE
30.61
N1352'09"E
A
A
-45.19
N125534"W
A
A
31.60
N3706'40"W
A
A
39.59
N4943'53"W
A
A
30.45
N77'01'40"W
A
A
34.91
S52 36'00"W
A
A
16.56
S684434 "W
PROP. LINE
I
INOW OR FORMERLY
CULBRETH LAND LIMITED
DEED BOOK: 5274, PAGE: 808
TAX PIN ID: 0495-35-8885
AM EDT
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<`"0.K THE CLARK GROUP
Wetland [Division
siQ PO BOX IM6, WLMINGTON, NC 28404
PH. 910.602.3900 - FAX- 910.602.3975

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9

NCDENR Stormwater BMP Manual
Revised 09-28-07
Table 10-1
Surface Area to Drainage Area Ratio for Permanent Pool Sizing to Achieve 85 Percent TSS
Pollutant Removal Efficiency in the mountain ana meamont xegtons, AcLaptea trom urtscou, iyoo
Percent
Permanent Pool Average Depth (ft)
Impervious
Cover
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10%
0.59
0.49
0.43
0.35
0.31
0.29
0.26
20%
0.97
0.79
0.70
0.59
0.51
0.46
0.44
30%
1.34
1.08
0.97
0.83
0.70
0.64
0.62
40%
1.73
1.43
1.25
1.05
0.90
0.82
0.77
50%
2.06
1.73
1.50
1.30
1.09
1.00
0.92
60%
2.40
2.03
1.71
1.51
1.29
1.18
1.10
70%
2.88
2.40
2.07
1.79
1.54
1.35
1.26
80%
3.36
2.78
2.38
2.10
1.86
1.60
1.42
90%
3.74
3.10
2.66
2.34
2.11
1.83
1.67
Table 10-2
Surface Area to Drainage Area Ratio for Permanent Pool Sizing to Achieve 85 Percent TSS
Pollutant Removal Efficiency
in the Coastal Region,
Adapted
from Driscoll,1986
Percent
Permanent Pool Average Depth (ft)
Impervious
Cover
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
7.5'
10%
0.9
0.8
0.7
0.6
0.5
0
0
0
0
0
20%
1.7
1.3
1.2
1.1
1.0
0.9
0.8
0.7
0.6
0.5
30%
2.5
2.2
1.9
1.8
1.6
1.5
1.3
1.2
1.0
0.9
40%
3.4
3.0
2.6
2.4
2.1
1.9
1.6
1.4
1.1
1.0
50%
4.2
3.7
3.3
3.0
2.7
2.4
2.1
1.8
1.5
1.3
60%
5.0
4.5
3.8
3.5
3.2
2.9
2.6
2.3
2.0
1.6
70%
6.0
5.2
4.5
4.1
3.7
3.3a
2.9
2.5
2.1
1.8
80%
6.8
6.0
5.2
4.7
4.2
3.7
3.2
2.7
2.2
2.0
90%
7.5
6.5
5.8
5.3
4.8
4.3
3.8
3.3
2.8
1.3
100%
8.2
7.4
6.8
6.2
5.6
5.0
4.4
3.8
3.2
2.6
Table 10-3
Surface Area to Drainage Area Ratio for Permanent Pool Sizing to Achieve 90 Percent TSS
Pollutant Removal Efficiency in the Mountain and Piedmont Regions, Adapted from Driscoll,1986
Percent
Impervious
Cover
3.0
3.5
4.0
Permanent Pool Average Depth (ft)
4.5 5.0 5.5 6.0 6.5 7.0
7.5
8.0
8.5
9.0
100/.
0.9
0.8
0.8
0.7
0.6
0.6
0.5
0.5
0.5
0.5
0.4
0.4
0.4
20%
1.5
1.3
1.1
1.0
1.0
0.9
0.9
0.9
0.8
0.8
0.8
0.7
0.7
30%
1.9
1.8
1.7
1.5
1.4
1.4
1.3
1.1
1.0
1.0
1.0
0.9
0.9
40%
2.5
2.3
2.0
1.9
1.8
1.7
1.6
1.6
1.5
1.4
1.3
1.2
1.1
50%
3.0
2.8
2.5
2.3
2.0
1.9
1.9
1.8
1.7
1.6
1.6
1.5
1.5
60%
3.5
3.2
2.8
2.7
2.5
2.4
2.2
2.1
1.9
1.9
.1.8
1.8
1.7
70%
4.0
3.7
3.3
3.1
2.8
2.7
2.5
2.4
2.2
2.1
2.0
2.0
1.9
80%
4.5
4.1
3.8
3.5
3.3
3.0
2.8
2.7
2.6
2.4
2.3
2.1
2.0
90%
5.0
4.5
4.0
3.8
3.5
3.3
3.0
2.9
2.8
2.7
2.6
2.5
2.4
Wet Detention Basin
10-9
July 2007

,iprtanon rrequency uata server
rage i of 4
POINT PRECIPITATION ,�`',."`'
FREQUENCY ESTIMATES a
FROM NOAA ATLAS 14 '•. ,..
North Camlhra 35.058 N 78.869 W 62 feet
Gom'Precipirarion-Frequcncy Arlan of the United Smei NOAA Allas 14, Volume, 2, Version 3
G.A4 Bonin, D. Martin, R. Lin, T. Pazybok, NLYekla, and D. Riley
NOAA, National Weather Service, Silver Spring, MarylatA, 2004
Eu raetd: Thu, Jun 19 2008
Confidence Limits Location, Maps :Other Info: GISdata Maps Help ;Dots
Precipitation Intensity Estimates in/hr)
ARI
(years)
5_ min
t0
_min
t5
min
30
min
60
luin
120
3 hr
6 hr
12
hr
0.21
la
hr
0.13
48
hr
0.07
11i1y
0.04
7
/�8y
10
IIN'
20
(1Ay
311
duy,
45
�Ix
611
1ln.�
min
0.61
036
05.17
4:13
3A4
2.36
lA7
0.86
0.03
0.02
0.01
0.01
0.01
0.01
6.11
4.88
4.09
2.82
I.77
I.04
0.73
0.44
0.26
0.15
.09
0.05
0.03
0.03
0.02
0.01
0.01
0.0I
7.14
5.71
4.82
3.42
2.19
1.32
.93
0.56
0.33
0.20
0.11
0.06
o.04
0.03
0.02
0.02
0.01
0.01
10
7.92
6.33
5.34
3.87
2.52
1.53
IA9
0.66
0.39
0.23
0.13
0.07
0.05
0.04
0.02
0.02
0.02
0.01
25
S.RS
7.08
5.98
4.43
2.95
1.82
1.32
0.79
0.47
028
0.16
0.09
0.06
0.04
0.03
0.02
0.02
0.02
50
9.59
7.64
6.45
4.85
3.29
2.05
1.50
0.90
0.54
0.32
0.18
0.10
0.06
0.05
0.03
0.02
0.02
0.02
100
10.28
8.17
6.89
5.28
3.63
2.29
1.69
1.02
0.62
0.36
0.20
0.11
0.07
0.05
0.03
0.03
0.02
0.02
200
10.96
8.68
7.30
5.68
3.98
2.53
1.89
1.15
.70
0.40
0.23
0.12
0.08
OA6
0.04
0.03
0.02
0.02
500
11.80
9.34
7.83
6.23
4.47
2.85
2.17
1.33
0.81
0.47
.26
0.14
0.09
0.06
0.04
0.03
0.02
0.02
L000
12.47
9.82
8.21
6.65
4.85
3.11
2.40
1.47
.91
.52
0.29
0.15
0.09
0.07
0.04
0.03
0.03
0.02
These pmotation kequercy esdmetes are based on a partial Oration series ARI M the Average Recurrence Interval.
Please refer to the dx entanon for more uffa r atim_ NOTE: Farhat" forces estirrafes near zero to apper aszero.
* Upper bound of the 90% confidence interval
Precipitation Intensity Estimates (in/hr)
ARI** 5 10 15 30 60 120 3 6 12 24 48 4 7 10 20 30 45 60
(years) min min min min min min hr hr hr hr hr day day day I day day I day 11 day
15.75
4.59
3.82
2.62
1.63
0.99
.71
0.41
0.24
0.14
0.08
0.04
0.03
0.02
0.02
0.01
0.01
0.01
=6.78
5.42
4.54
3.14
1.97
1.20
0.85
0.50
0.29
0.16
0.1)9
0.05
0.03
0.03
0.02
0.02
0.01
0.01
7.92
6.35
5.35
3.80
2.44
1.52
1.08
0.63
037
0.21
0.12
OA7
0.04
0.03
0.02
0.02
0.01
0.01
10
8.78
7.02
5.92
4.29
2.79
1.77
1.27
0.74
.44
0.25
0.14
0.08
0.05
0.04
0.03
0.02
0.02
0.01
25
9.82
7.82
6.6E
4.90
3.26
2.10
L52
0.90
0.53
0.30
0.17
0.09
0.06
0.04
0.03
0.02
O-2
0.02
50
10.57
8.41
7.10
5.35
3.62
2.37
1.73
1.02
0.6I
0.34
.19
0.10
0.07
0.05
0.03
0.03
0.02
0.02
L00
11.32
8.99
7. 58
5.80
oo-
2.64
1.95
L16
0.69
0.39
0.22
O.12
0.07
0.06
0.04
0.03
0.02
0.02
200
12.04
9.54
8.02
F 2 41
4I
2.9E
2.18
1.29
0.78
0.44
0.24
.13
0.08
0.06
0.04
0.03
0.02
0.02
500
1296
10.25
8.60
6.84
4.91
3.29
2.51
1.49
0.91
0.51
.28
0.15
0.09
0.07
0.04
0.03
0.03
0.02
1000
13.69
10.79
9.02
7.31
5.33
3.59
2.77
1.66
1.01
0.56
0.31
0.16
0.10
0.07
0.05
0.03
0.03
0.02
The upper bound of the confidence interval al 90% =1dence levd is the value Wadi 5%d the stndated gran t le values for a given frequency are greater than.
These preciptiagon frequency estimates are based on a parfial Oratim series ARI is the AvaaW Roanence Interval.
Please refer to the oxvmerrtahal for mare infama0m. NOTE: Forest" presents esttirreles near zero to appear as zero.
* Lower bound of the 90% confidence interval
Precipitation Intensity Estimates (in/hr)
ARI** F 10 t5 30 60 120 (�(� 12 24 48 �� 10 20 30 45 60
(vearsl I min I mar mar mar mm min I hr II hr I hr hr hr day day day day Jav dayI day
1 114.68 113.74 113.12
http:lihdsc. nws.noaa. gov/cgi-binlhdselbuildout. perl?type=idf&units=us&series=pd& staten... 6/ 19/2008

pond — below perm pool
#U n its=Elevatio n,ft,Volu me,ft3
#Stage —Storage Curve Data
#Stage — ft Volume — ft3
#----------------------
15.50000000, 32855.06135641
15.00000000, 28424.25812413
14.00000000, 20934.91432454
13.00000000, 14404.36530804
12.00000000, 8776.06240262
11.00000000, 3993.45683869
10.00000000, 0.00000000
LO
N
storage vol. in perm. pool=40,514.3
so ® elev.=15.50= 12,662sf
avg. depth= 40514.3/12662 = 3.2'
Area — ft2
9740
7983
6996
6065
5191
4374
3613
forbay — below perm pool
#U n its=Elevation,ft,Volu me,ft3
#Stage —Storage Curve Data
#Stage — ft Volume — ft3
#----------------------
15.50000000, 7659.28037825
15.00000000, 6269.87350092
14.00000000, 3912.64393640
13.00000000, 2098.67698909
12.00000000, 802.83991899
11.00000000, 0.00000000
2922
2635
2079
1549
1043
563
O
Q
U
0

I
above permanent pool
#Units=Elevation,ft,Volu me,ft3
#Stage —Storage Curve Data
#Stage — ft Volume — ft3
Area — ft2
#-------------------------
-------------
18.00000000, 42857.5
20132
CAR '.
17.00000000, 23875.0
17833
�..0 jH
��� @ ,+,,,,0 .,�
`ze*
16.06000000,
15851
E,,$$/0"�
���
16.00000000, 7096.5
15724
15.50000000, 0.0
12662
14580
vnl
6fas

Storage Indication Method
Onslow Container Service
1 Year Storm Routing - Outlet#1
06-23-08
Given Input Data
File ........... G:\CAD\DWG\P\2445\hd\lyr.hdc.sim
Description .... 1 Year Storm Routing
Time increment 0.5000 min
ASH CANp''••..
Input Files: �� �0 fea•••s•ee��z/y
Pre-Dev Hydrograph curve .. �� f°�QF S �Q •.
Post-Dev Hydrograph curve G:\CAD\DWG\P\2445\hd\iyr.hdc
Stage -Storage curve ....... G:\CAD\DWG\P\2445\hd\abovepermpool.ssc
Stage -Discharge curve ..... G:\CAD\DWG\P\2445\hd\6inchoutlet.sdc )4580 r
Output Data: ,�yS S
Routed Peak Flow ......... 0.3482 cfs 0-1 "E••••14
Routed Peak
E WA
Post -Developed mPeak Flow 19.61100 cfs •,,a,,,I ��wt• °O°
Post -Developed Peak Time 5.0000 min b`/
Support Calculations:
______________________
Time
Inflow
(11+i2)/2
H1
S1-(O1/2)T
_------__--_____---
S2+(02/2)T
H2
outflow
min
cfs
ft3
ft
ft3
ft3
ft
cfs
----------------------------------------------------------------------------------
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
115.5000
0.0000
0.5000
0.2400
3.6000
115.5000
0.0000
3.6000
115.5003
0.0003
1.0000
0.9200
17.4000
115.5003
3.5898
20.9898
115.5015
0.0020
1.5000
1.9800
43.5000
115.5015
20.9305
64.4305
115.5045
0.0061
2.0000
3.3200
79.5000
115.5045
64.2482
143.7482
115.5101
0.0136
2.5000
4.8100
121.9500
115.5101
143.3416
265.2916
115.5187
0.0250
3.0000
6.2900
166.5000
115.5187
264.5413
431.0413
115.5303
0.0406
3.5000
7.6300
208.8000
115.5303
429.8222
638.6222
115.5449
0.0602
4.0000
8.6900
244.8000
115.5449
636.8159
881.6159
115.5620
0.0831
4.5000
9.3700
270.9000
115.5620
879.1223
1150.0223
115.5809
0.1084
5.0000
9.6100
284.7000
115.5809
1146.7696
1431.4696
115.6007
0.1350
5.5000
9.3700
284.7000
115.6007
1427.4209
1712.1209
115.6205
0.1614
6.0000
8.7000
271.0500
115.6205
1707.2784
1978.3284
115.6392
0.1865
6.5000
7.7000
246.0000
115.6392
1972.7329
2218.7329
115.6561
0.2092
7.0000
6.7600
216.9000
115.6561
2212.4575
2429.3575
115.6709
0.2290
7.5000
5.9300
190.3500
115.6709
2422.4864
2612.8364
115.6838
0.2463
8.0000
5.2100
167.1000
115.6838
2605.4463
2772.5463
115.6951
0.2614
8.5000
4.5800
146.8500
115.6951
2764.7045
2911.5545
115.7049
0.2745
9.0000
4.0200
129.0000
115.7049
2903.3195
3032.3195
115.7133
0.2859
9.5000
3.5300
113.2500
115.7133
3023.7430
3136.9930
115.7207
0.2958
10.0000
3.1000
99.4500
115.7207
3128.1204
3227.5704
115.7271
0.3043
10.5000
2.7200
87.3000
115.7271
3218.4416
3305.7416
115.7326
0.3117
11.0000
2.3900
76.6500
115.7326
3296.3917
3373.0417
115.7373
0.3180
11.5000
2.1000
67.3500
115.7373
3363.5015
3430.8515
115.7414
0.3235
12.0006
1.8400
59.1000
115.7414
3421.1477
3480.2477
115.7449
0.3281
12.5000
1.6200
51.9000
115.7449
3470.4043
3522.3043
115.7478
0.3321
13.0000
1.4200
45.6000
115.7478
3512.3419
3557.9419
115.7503
0.3354
13.5000
1.2500
40.0500
115.7503
3547.8787
3587.9287
115.7524
0.3383
14.0000
1.0900
35.1000
115.7524
3577.7807
3612.8807
115.7542
0.3406
14.5000
0.9600
30.7500
115.7542
3602.6621
3633.4121
115.7556
0.3426
15.0000
0.8400
27.0000
115.7556
3623.1354
3650.1354
115.7568
0.3441
15.5000
0.7400
23.7000
115.7568
3639.8115
3663.5115
115.7578
0.3454
16.0000
0.6500
20.8500
115.7578
3653.1497
3673.9997
115.7585
0.3464

16.5000
17.0000
17.5000
18.0000
18.5000
0.5700
0.5000
0.4400
0.3900
0.3400
18.3000
16.0500
14.1000
12.4500
10.9500
115.7585
115.7591
115.7594
115.7597
115.7598
3663.6082
3671.4944
3677.1146
3680.7745
3682.7787
3681.9082
3687.5444
3691.2146
3693.2245
3693.7287
115.7591
115.7594
115.7597
115.7598
115.7599
0.3471
0.3477
0.3480
0.3482
0.3482
19.0000
0.3000
9.6000
115.7599
3683.2814
3692.8814
115.7598
0.3482
19.5000
0.2600
8.4000
115.7598
3682.4365
3690.8365
115.7597
0.3480
20.0000
0.2300
7.3500
115.7597
3680.3975
3687.7475
115.7595
0.3477
20.5000
0.2000
6.4500
115.7595
3677.3171
3683.7671
115.7592
0.3473
21.0000
0.1800
5.7000
115.7592
3673.3481
3679.0481
115.7588
0.3469
21.5000
0.1600
5.1000
115.7588
3668.6423
3673.7423
115.7585
0.3464
22.0000
0.1400
4.5000
115.7585
3663.3516
3667.8516
115.7581
0.3458
22.5000
0.1200
3.9000
115.7581
3657.4775
3661.3775
115.7576
0.3452
23.0000
0.1100
3.4500
115.7576
3651.0218
3654.4718
115.7571
0.3445
23.5000
0.0900
3.0000
115.7571
3644.1355
3647.1355
115.7566
0.3438
24.0000
0.0800
2.5500
115.7566
3636.8201
3639.3701
115.7561
0.3431
24.5000
0.0700
2.2500
115.7561
3629.0766
3631.3266
115.7555
0.3424
25.0000
0.0600
1.9500
115.7555
3621.0558
3623.0058
115.7549
0.3416
25.5000
0.0600
1.8000
115.7549
3612.7586
3614.5586
115.7543
0.3408
26.0000
0.0500
1.6500
115.7543
3604.3352
3605.9852
115.7537
0.3400
26.5000
0.0400
1.3500
115.7537
3595.7862
3597.1362
115.7531
0.3391
27.0000
0.0400
1.2000
115.7531
3586.9621
3588.1621
115.7525
0.3383
27.5000
0.0300
1.0500
115.7525
3578.0134
3579.0634
115.7518
0.3374
28.0000
0.0300
0.9000
115.7518
3568.9405
3569.8405
115.7512
0.3366
28.5000
0.0300
0.9000
115.7512
3559.7436
3560.6436
115.7505
0.3357
29.0000
0.0200
0.7500
115.7505
3550.5728
3551.3228
115.7499
0.3348
29.5000
0.0200
0.6000
115.7499
3541.2783
3541.8783
115.7492
0.3339
30.0000
0.0200
0.6000
115.7492
3531.8606
3532.4606
115.7485
0.3330
30.5000
0.0200
0.6000
115.7485
3522.4694
3523.0694
115.7479
0.3322
31.0000
0.0100
0.4500
115.7479
3513.1049
3513.5549
115.7472
0.3313
31.5000
0.0100
0.3000
115.7472
3503.6172
3503.9172
115.7465
0.3303
32.0000
0.0100
0.3000
115.7465
3494.0068
3494.3068
115.7459
0.3294
32.5000
0.0100
0.3000
115.7459
3484.4236
3484.7236
115.7452
0.3285
33.0000
0.0100
0.3000
115.7452
3474.8675
3475.1675
115.7445
0.3276
33.5000
0.0100
0.3000
115.7445
3465.3384
3465.6384
115.7438
0.3267
34.0060
0.0100
0.3000
115.7438
3455.8363
3456.1363
115.7432
0.3258
34.5000
0.0000
0.1500
115.7432
3446.3610
3446.5110
115.7425
0.3249
Qnslow CIA lalTco' Sevvic�
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Storage Indication Method
Onslow Container Service
10 Year Storm Routing - Outlet#1
06-23-08
Given Input Data:
File ........... 0:\CAD\DWG\P\2445\hd\10yr.hdc.sim
Description .... 10 Year Storm Routing
Time increment . 0.5000 min
Input Files: �o�au�bey�o
Pre-Dev Hydrograph curve .. �*p��,�)A CARot'aee
Post-Dev Hydrograph curve G:\CAD\DWG\P\2445\hd\10yr.hdc e°"•'e"+e
Stage -Storage curve ....... G:\CAD\DWG\P\2445\hd\abovepermpool.ssc ;` ,r-!Ess/p 9
Stage -Discharge curve ..... G:\CAD\DWG\P\2445\hd\6inchoutlet.sdc _ wn A
Output Data: P i
Routed Peak Flow ......... 0.5334 cfs 6o )458O O
Routed Peak Time ......... 18.5 min • efy�lNE �'�
Post -Developed Peak Flow 14.7200 cfs ••��, ,,,,.�e �(�
Post -Developed Peak Time 5.0000 min •�i•�'I �EN•'�•`��j,
Support Calculations:
--------------------------------------------------------- l/ ,I
Time Inflow (I1+12)/2 H1 S1-(01/2)T S2+(O2/2)T H2 Outflow
min cfs ft3 ft ft3 ft3 ft cfs
-------------------------------------------------------
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 115.5000 0.0000
0.5000 0.3600 5.4000 115.5000 0.0000 5.4000 115.5004 0.0005
1.0000 1.4100 26.5500 115.5004 5.3847 31.9347 115.5022 0.0030
1.5000 3.0300 66.6000 115.5022 31.8444 98.4444 115.5069 0.0093
2.0000 5.0900 121.8000 115.5069 98.1660 219.9660 115.5155 0.0207
2.5000 7.3600 186.7500 115.5155 219.3438 406.0938 115.5286 0.0383
3.0000 9.6300 254.8500 115.5286 404.9452 659.7952 115.5464 0.0622
3.5000 11.6900 319.8000 115.5464 657.9291 977.7291 115.5688 0.0922
4.0000 13.3100 375.0000 115.5688 974.9637 1349.9637 115.5950 0.1273
4.5000 14.3600 415.0500 115.5950 1346.1455 1761.1955 115.6239 0.1660
5.0000 14.7200 436.2000 115.6239 1756.2142 2192.4142 115.6543 0.2067
5.5000 14.3600 436.2000 115.6543 2186.2132 2622.4132 115.6845 0.2472
6.0000 13.3200 415.2000 115.6845 2614.9960 3030.1960 115.7132 0.2857
6.5000 11.7900 376.6500 115.7132 3021.6255 3398.2755 115.7391 0.3204
7.0000 10.3500 332.1000 115.7391 3388.6639 3720.7639 115.7618 0.3508
7.5000 9.0900 291.6000 115.7618 3710.2402 4001.8402 115.7816 0.3773
8.0000 7.9800 256.0500 115.7816 3990.5215 4246.5715 115.7988 0.4004
8.5000 7.0100 224.8500 115.7988 4234.5605 4459.4105 115.8138 0.4204
9.0000 6.1500 197.4000 115.8138 4446.7977 4644.1977 115.8268 0.4379
9.5000 5.4000 173.2500 115.8268 4631.0621 4804.3121 115.8380 0.4529
10.0000 4.7400 152.1000 115.8380 4790.7237 4942.8237 115.8478 0.4660
10.5000 4.1700 133.6500 115.8478 4928.8435 5062.4935 115.8562 0.4773
11.0000 3.6600 117.4500 115.8562 5048.1749 5165.6249 115.8634 0.4870
11.5000 3.2100 103.0500 115.8634 5151.0146 5254.0646 115.8697 0.4953
12.0000 2.8200 90.4500 115.8697 5239.2041 5329.6541 115.8750 0.5025
12.5000 2.4800 79.5000 115.8750 5314.5798 5394.0798 115.8795 0.5085
13.0000 2.1800 69.9000 115.8795 5378.8233 5448.7233 115.8834 0.5137
13.5000 1.9100 61.3500 115.8834 5433.3123 5494.6623 115.8866 0.5180
14.0000 1.6800 53.8500 115.8866 5479.1213 5532.9713 115.8893 0.5216
14.5000 1.4700 47.2500 115.8893 5517.3220 5564.5720 115.8915 0.5246
15.0000 1.2900 41.4000 115.8915 5548.8333 5590.2333 115.8933 0.5270
15.5000 1.1400 36.4500 115.8933 5574.4220 5610A720 115.8948 0.5290
16.0000 1.0000 32.1000 115.8948 5595.0023 5627.1023 115.8959 0.5305
16.5000 0.8800 28.2000 115.8959 5611.1868 5639.3868 115.8968 0.5317

17.0000
17.5000
18.0000
18.5000
0.7700
0.6800
0.5900
0.5200
24.7500
21.7500
19.0500
16.6500
115.8968
115.8974
115.8978
115.8980
5623.4365
5632.2113
5637.9697
5641.0196
5648.1865
5653.9613
5657.0197
5657.6696
115.8974
115.8978
115.8980
115.8981
0.5325
0.5331
0.5333
0.5334
19.0000
0.4600
14.7000
115.8981
5641.6675
5656.3675
115.8980
0.5333
19.5000
0.4000
12.9000
115.8980
5640.3692
5653.2692
115.8978
0.5330
20.0000
0.3500
11.2500
115.8978
5637.2796
5648.5296
115.8974
0.5325
20.5000
0.3100
9.9000
115.8974
5632.5535
5642.4535
115.8970
0.5320
21.0000
0.2700
8.7000
115.8970
5626.4945
5635.1945
115.8965
0.5313
21.5000
0.2400
7.6500
115.8965
5619.2560
5626.9060
115.8959
0.5305
22.0000
0.2100
6.7500
115.8959
5610.9910
5617.7410
115.8953
0.5296
22.5000
0.1800
5.8500
115.8953
5601.8519
5607.7019
115.8945
0.5287
23.0000
0.1600
5.1000
115.8945
5591.8412
5596.9412
115.8938
0.5277
23.5000
0.1400
4.5000
115.8938
5581.1110
5585.6110
115.8930
0.5266
24.0000
0.1200
3.9000
115.8930
5569.8128
5573.7128
115.8922
0.5255
24.5000
0.1100
3.4500
115.8922
5557.9482
5561.3982
115.8913
0.5243
25.0000
0.1000
3.1500
115.8913
5545.6685
5548.8185
115.8904
0.5231
25.5000
0.0800
2.7000
115.8904
5533.1243
5535.8243
115.8895
0.5219
26.0000
0.0700
2.2500
115.8895
5520.1669
5522.4169
115.8885
0.5206
26.5000
0.0700
2.1000
115.8885
5506.7975
5508.8975
115.8876
0.5194
27.0000
0.0600
1.9500
115.8876
5493.3162
5495.2662
115.8866
0.5181
27.5000
0.0500
1.6500
115.8866
5479.7235
5481.3735
115.8857
0.5168
28.0000
0.0400
1.3500
115.8857
5465.8701
5467.2201
115.8847
0.5154
28.5000
0.0400
1.2000
115.8847
5451.7566
5452.9568
115.8837
0.5141
29.0000
0.0300
1.0500
115.8837
5437.5338
5438.5838
115.8826
0.5127
29.5000
0.0300
0.9000
115.8826
5423.2014
5424.1014
115.8816
0.5114
30.0000
0.0300
0.9000
115.8816
5408.7600
5409.6600
115.8806
0.5100
30.5000
0.0200
0.7500
115.8806
5394.3595
5395.1095
115.8796
0.5086
31.0000
0.0200
0.6000
115.8796
5379.8500
5380.4500
115.8786
0.5073
31.5000
0.0200
0.6000
115.8786
5365.2321
5365.8321
115.8775
0.5059
32.0000
0.0200
0.6000
115.8775
5350.6555
5351.2555
115.8765
0.5045
32.5000
0.0100
0.4500
115.8765
5336.1202
5336.5702
115.8755
0.5031
33.0000
0.0100
0.3000
115.8755
5321.4763
5321.7763
115.8744
0.5017
33.5000
0.0100
0.3000
115.8744
5306.7243
5307.0243
115.8734
0.5003
34.0000
0.0100
0.3000
115.8734
5292.0141
5292.3141
115.8724
0.4990
34.5000
0.0000
0.1500
115.8724
5277.3454
5277.4954
115.8713
0.4976

Storage Indication Method
Onslow Container Service
100 Year Storm Routing - 0ut1et#1
06-23-08
Given Input Data:
File ........... G:\CAD\DWG\P\2445\hd\100yr.hdc.sim
Description .... 100 Year Storm Routing
Time increment . 0.5000 min
Input Files:
Pre-Dev Hydrograph curve ..
Post-Dev Hydrograph curve G:\CAD\DWG\P\2445\hd\100yr.hdc
Stage -Storage curve ....... G:\CAD\DWG\P\2445\hd\abovepermpool.ssc
Stage -Discharge curve ..... G:\CAD\DWG\P\2445\hd\6inchoutlet.sdc
Output
Data:
✓•� watlU t
Routed
Routed
Peak
Peak
Flow ..
Time
.... .
0.6776
18.5
cfs
minPost-Developed
0,S,S •'
. �,lAIEE .f3�
.........
,`
,,,00
Peak
Flow
19.1000
cfs
�0
Post
-Developed
Peak
Time
5.0000
min
1(;LEN;,•,n
DO
Support
Calculations:
----------------------------------------------------------------------------------
Time
Inflow
(I1+I2)/2
Hl
S1-(01/2)T
S2+(O2/2)T
H2
Outflow
min
cfs
ft3
ft
ft3
ft3
ft
cfs
----------------------------------------------------------------------------------
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
115.5000
0.0000
0.5000
0.4700
7.0500
115.5000
0.0000
7.0500
115.5005
0.0007
1.0000
1.8200
34.3500
115.5005
7.0301
41.3801
115.5029
0.0039
1.5000
3.9400
86.4000
115.5029
41.2630
127.6630
115.5090
0.0120
2.0000
6.6000
158.1000
115.5090
127.3019
285.4019
115.5201
0.0269
2.5000
9.5500
242.2500
115.5201
284.5947
526.8447
115.5371
0.0497
3.0000
12.5000
330.7500
115.5371
525.3546
856.1046
115.5602
0.0807
3.5000
15.1600
414.9000
115.5602
853.6632
1268.5832
115.5893
0.1196
4.0000
17.2800
486.6000
115.5893
1264.9952
1751.5952
115.6232
0.1651
4.5000
18.6300
538.6500
115.6232
1746.6410
2285.2910
115.6608
0.2155
5.0000
19.1000
565.9500
115.6608
2278.8274
2844.7774
115.7002
0.2682
5.5000
18.6300
565.9500
115.7002
2836.7312
3402.6812
115.7394
0.3208
6.0000
17.2900
538.8000
115.7394
3393.0572
3931.8572
115.7766
0.3707
6.5000
15.3000
488.8500
115.7766
3920.7364
4409.5864
115.8102
0.4157
7.0000
13.4300
430.9500
115.8102
4397.1144
4828.0644
115.8397
0.4552
7.5000
11.7900
378.3000
115.8397
4814.4089
5192.7089
115.8653
0.4896
8.0000
10.3600
332.2500
115.8653
5178.0219
5510.2719
115.8877
0.5195
8.5000
9.0900
291.7500
115.8877
5494.6868
5786.4368
115.9071
0.5455
9.0000
7.9800
256.0500
115.9071
5770.0706
6026.1206
115.9240
0.5681
9.5000
7.0100
224.8500
115.9240
6009.0764
6233.9264
115.9386
0.5877
10.0000
6.1600
197.5500
115.9386
6216.2945
6413.8445
115.9513
0.6047
10.5000
5.4100
173.5500
115.9513
6395.7038
6569.2538
115.9622
0.6193
11.0000
4.7500
152.4000
115.9622
6550.6735
6703.0735
115.9716
0.6320
11.5000
4.1700
133.8000
115.9716
6684.1146
6817.9146
115.9797
0.6428
12.0000
3.6600
117.4500
115.9797
6798.6310
6916.0810
115.9866
0.6520
12.5000
3.2100
103.0500
115.9866
6896.5197
6999.5697
115.9925
0.6599
13.0000
2.8200
90.4500
115.9925
6979.7723
7070.2223
115.9974
0.6666
13.5000
2.4800
79.5000
115.9974
7050.2251
7129.7251
116.0014
0.6707
14.0000
2.1800
69.9000
116.0014
7109.6048
7179.5048
116.0043
0.6723
14.5000
1.9100
61.3500
116.0043
7159.3409
7220.6909
116.0068
0.6737
15.0000
1.6800
53.8500
116.0068
7200.4909
7254.3409
116.0088
0.6748
15.5000
1.4700
47.2500
116.0088
7234.1115
7281.3615
116.0104
0.6756
16.0000
1.2900
41.4000
116.0104
7261.1084
7302.5084
116.0117
0.6763
16.5000
1.1400
36.4500
116.0117
7282.2368
7318.6868
116.0126
0.6768

m
17.0000
1.0000
32.1000
116.0126
7298.4010
7330.5010
116.0133
0.6772
17.5000
0.8800
28.2000
116.0133
7310.2049
7338.4049
116.0138
0.6775
18.0000
0.7700
24.7500
116.0138
7318.1018
7342.8518
116.0141
0.6776
18.5000
0.6800
21.7500
116.0141
7322.5449
7344.2949
116.0142
0.6776
19.0000
0.5900
19.0500
116.0142
7323.9867
7343.0367
116.0141
0.6776
19.5000
0.5200
16.6500
116.0141
7322.7296
7339.3796
116.0139
0.6775
20.0000
0.4600
14.7000
116.0139
7319.0757
7333.7757
116.0135
0.6773
20.5000
0.4000
12.9000
116.0135
7313.4767
7326.3767
116.0131
0.6771
21.0000
0.3500
11.2500
116.0131
7306.0842
7317.3342
116.0126
0.6768
21.5000
0.3100
9.9000
116.0126
7297.0496
7306.9496
116.0119
0.6764
22.0000
0.2700
8.7000
116.0119
7286.6741
7295.3741
116.0112
0.6761
22.5000
0.2400
7.6500
116.0112
7275.1088
7282.7588
116.0105
0.6757
23.0000
0.2100
6.7500
116.0105
7262.5044
7269.2544
116.0097
0.6752
23.5000
0.1800
5.8500
116.0097
7249.0120
7254.8620
116.0088
0.6748
24.0000
0.1600
5.1000
116.0088
7234.6321
7239.7321
116.0079
0.6743
24.5000
0.1400
4.5000
116.0079
7219.5154
7224.0154
116.0070
0.6738
25.0000
0.1200
3.9000
116.0070
7203.8126
7207.7126
116.0060
0.6733
25.5000
0.1100
3.4500
116.0060
7187.5240
7190.9740
116.0050
0.6727
26.0000
0.1000
3.1500
116.0050
7170.8000
7173.9500
116.0040
0.6722
26.5000
0.0800
2.7000
116.0040
7153.7910
7156.4910
116.0030
0.6716
27.0000
0.0700
2.2500
116.0030
7136.3473
7138.5973
116.0019
0.6710
27.5000
0.0700
2.1000
116.0019
7118.4692
7120.5692
116.0008
0.6705
28.0000
0.0600
1.9500
116.0008
7100.4569
7102.4069
115.9997
0.6696
28.5000
0.0500
1.6500
115.9997
7082.3187
7083.9687
115.9984
0.6679
29.0000
0.0400
1.3500
115.9984
7063.9325
7065.2825
115.9971
0.6661
29.5000
0.0400
1.2000
115.9971
7045.2993
7046.4993
115.9958
0.6643
30.0000
0.0300
1.0500
115.9958
7026.5691
7027.6191
115.9944
0.6626
30.5000
0.0300
0.9000
115.9944
7007.7423
7008.6423
115.9931
0.6608
31.0000
0.0300
0.9000
115.9931
6988.8193
6989.7193
115.9918
0.6590
31.5000
0.0200
0.7500
115.9918
6969.9497
6970.6997
115.9904
0.6572
32.0000
0.0200
0.6000
115.9904
6950.9839
6951.5839
115.9891
0.6554
32.5000
0.0200
0.6000
115.9891
6931.9222
6932.5222
115.9878
0.6536
33.0000
0.0200
0.6000
115.9878
6912.9145
6913.5145
115.9864
0.6518
33.5000
0.0100
0.4500
115.9864
6893.9604
6894.4104
115.9851
0.6500
34.0000
0.0100
0.3000
115.9851
6874.9104
6875.2104
115.9837
0.6482
34.5000
0.0000
0.1500
115.9837
6855.7648
6855.9148
115.9824
0.6464
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f- t
OF W A TE
Michael F. Easley, Governor
66 'y William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
_ � w —I
O Y Coleen H. Sullins, Director
Mr. Johnny Glenn Tew, P.E.
Jordan — Tew & Associates, P.A.
P.O. Box 249
Dunn, NC 28335
Dear Mr. Tew:
Division of Water Quality
May 27, 2008 DENR-FRO
MAY 2 9 2008
®NHS!
Subject: Request for Additional Information
Stormwater Project No. SW6080502
Onslow Container Service
Cumberland County
The Division of Water Quality Central Office received a Stormwater Management Permit Application for
the subject project on May 22, 2008. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the Stormwater review:
1. Please complete the Required Items Checklist on the Wet Detention Basin Supplement Form.
2. What will this site be used for; will there not be any buildings on the site? If there will be
impervious area on the site other than gravel parking, please revise the table on page 2 of
SWU-101.
It appears on the grading plan that a portion of Front Street (offsite area) flows towards DI 91.
How will the site area draining to the north be conveyed to DI #1; and where will the street
runoff go?
4. Please provide a copy of the wetland delineation signed by the USACE. If it has not been
signed yet, provide a copy of the plan to scale that was submitted for concurrence by the
USACE.
Please provide the estimated seasonal high water table (SHWT) elevation at the basin. The
permanent pool elevation (PPE) should be set within 6" of the SHWT to prevent draining of
the adjacent wetlands. If the SHWT is below the PPE, then a liner will need to be provided in
order to maintain the permanent pool.
6. It is the policy of DWQ that french drains cannot be used to artificially drawdown the water
table, especially with the proximity of the adjacent wetlands. The drain could potentially drain
the wetland.
7. The average depth calculation used to calculate the SA/DA ratio on page 4 of the calculations
is incorrect. The average depth is equal to the permanent pool volume (PPV) divided by V f hcarolina
permanent pool surface area (PPSA). 11 aturn/(y
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwaleruualny ore Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

Mr. Johnny Glenn Tew, P.E.
S W6080502 — Onslow Container Service
May 27, 2008
8. An easement must be provided for maintenance and emergency access to at least the forebay
of the basin.
9. The forebay elevations on page 3 of the basin O&M agreement do not match those provided
on the plans and calculations. Please correct the discrepancy.
10. Please revise the orifice drawdown calculation using average head equal to 1/3 (instead of %)
of the distance between the PPE and the elevation of the next available outlet above the PPE.
11. Please revise the east slope of the forebay above the vegetated shelf to have a slope no steeper
than 3:1 (H:V).
12. The emergency spillway must be a hardened structure to prevent erosion during larger storm
events.
13. The basin outlet pipe needs to be sloped to provide positive flow.
14. Rainfall depth and intensity for the 1-year, 24-hour stone can be found for all areas of NC at
this website: http://hdsc.nws.noaa.gov/hdsc/pfds/orb/nc_pfds.html
Please revise calculations as needed.
15. The level spreader lip (el. 115.5) is lower than the "down slope" elevation shown on the plans
for the filter strip (existing el. 116.5). Please correct this discrepancy. Please provide a swale
or equivalent to keep water from flowing around the sides of the lip.
16. There is an inconsistency in the location of the level spreader between sheet 1 and sheet L-101
Please correct and be sure that the level spreader and filter strip is parallel with the down slope
contours.
17. The filter strip should be planted with a full uniform cover like grass or sod. The areas
between the soft rush plants specified on the planting plan will be very susceptible.to erosion.
18. Wetland plants should only be planted on the vegetated shelf of the basin. The slopes above
the temporary pool should be stabilized with grass. Otherwise, the soil between the plants will
be susceptible to erosion.
19. Calculations for swale A are based on bermuda grass cover. However, there are trees and
shrubs shown instead of bermuda grass on the planting plan. Please clarify.
20. Please submit any information regarding turn lanes or road widening as a result of this project
that may be required on Front Street. Any new impervious area to the Moore Road will need
to be treated on this site to the maximum extent practicable.
21. Please note that many of our application forms have been updated in recent months. We
suggest always checking for updated forms online when submitting a project.
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 June 30, 2008, or the application.will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
Page 2 of 3

Mr. Johnny Glenn Tew, P.E.
SW6080502 — Onslow Container Service
May 27, 2008
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 SW6080502 on all correspondence. 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] ext. 360.
Sincerely,
2I obert D. Patterson, P.E.
Environmental Engineer
Stormwater Permitting Unit
cc: Mr. Al Hill, Al Hill Properties, LLC, P.O. Box 9, Deep Run, NC 28525
Fayetteville Regional Office
DWQ Central Files
SPU Files
Page 3 of 3