20140550 Ver 1_More Info Received_20140813

C uIlld[lniti Inc
Chern Smith
Wetlands, Buffers, Stormwater — Compliance and Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
Reference 1272 Spuntech Industries Line 5 Expansion
Person County, Roxboro, North Carolina
SAW- 2014 - 01048, DWR# 14 -0550
Dear Ms Smith,
August 6, 2014
p � @o
wig
14 i-4
AUG I 3 2014
0 NR - WA
& SZAwn ,.. G?UAL
In response to your letter dated July 3, 2014, we would like to provide the following additional
information for your review and consideration
1 Enclosed please find full size plan sheets showing both existing and proposed conditions
2 Proposed wetland and stream impacts are highlighted on the full size plan sheets
3 Avoidance and Minimization
As stated in the application, the site plan is an expansion of an existing facility and the addition has
been designed to make use of the existing graded building pad As this is an expansion to a factory
facility, it is necessary to have the expansion occur adjacent to the existing manufacturing area of
the building To locate the addition elsewhere would require a complete shutdown and relocation
of the manufacturing components and would result in significantly higher costs. The loading docks
are already located on either side of the building where product can quickly be moved to and from
the manufacturing area The parking area in the rear is necessary for the tractor trailers that service
the facility Moving the parking area to the west side of the building to avoid the wetland would
increase impacts to the stream Parking on the east side of the building cannot be expanded due
the location of the road which services the adjacent Georgia Pacific facility
In order to minimize the impacts to Waters of the US to the maximum extent practicable, the
applicant has proposed a 90' retaining wall, with an approximate cost of $25,000 In order to
further minimize impacts to the wetland the wall would need to increase by approximately 225' in
length and 5' in height The estimated costs of this wall would be between $75,000 and $100,000
and would avoid only an additional 1000 sq ft (0 02 ac ) of wetland impact and have no effect on the
amount of stream impact The stream and wetland areas are both already impacted by an existing
pipe directly downstream of the proposed impact area The costs of the additional retaining wall
would be disproportionate to the minimization of impact, especially in light of the already impaired
nature of the resource
4 Enclosed please find the agent authorization letter signed by Ron Bahat and dated 5/16/14
PO Box 3744 Greenville, SC 29608

r �
t trmult,lnt, In;
August 6, 2014
5 Stormwater management plan
In order to treat for 85% removal of total suspended solids, the applicant is proposing to utilize a
proprietary technology from the BMP Manual designed by Contech Specific calculation sheets and
design drawings are attached for your review
In addition to the requested information, please note there was an error on Figure 4 of the original
application A corrected Figure 4 is included as a replacement Please let me know if you have any
questions about this submittal You can reach me at 864 - 271 -3040 or by email at
laura @enviropermit com
Sincerely, \-
Laura Belanger
Cc
Eric Alsmeyer
US Army Corps of Engineers
3331 Heritage Trade Drive Ste 105
Wake Forest, NC 27587
Mark Hester
CH2M Hill
1500 International Drive
Spartanburg, SC 29303
Ron Bahat
555 Northpark Drive
Roxboro, NC 27573
PO Box 3744 Greenville, SC 29608

PROPERTY LEGAL DESCRIPTION
LOT NO.
PLAN NO. PARCEL ID: _PIN 0918- 00 -53- 1735.000
STREET ADDRESS: 555 Northpark Dr., Roxboro, NC 27573
Please print:
Property Owner- SeorJTF--CH 11JDUsTR -1&-S , In1C.
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
Laura Belanger_, of Environmental Permitting Consultants, Inc._
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached
Property Owner's Address (if different than property above):
Telephone.
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge. G'
rtifi
lG��ui' >/ It
l� ,
Autho
Date:
Authorized Signature
Date:

N T E C H
ENGINEERED SOLUTIONS
Design Engineer
Date
Site Information
Protect Name
Protect State
Protect Location
Drainage Area, Ad
Impervious Area, Ai
Pervious Area, Ap
% Impervious
Runoff Coefficient, Rv
Water Quality Volume Calculations
Design storm rainfall depth, Rd
Water quality volume, WQV
Storage Component Calculations
Capture 75% of WQV
Pretreatment credit (estimated or calculated), %pre
Mass loading calculations
Mean Annual Rainfall, P
Agency required % removal
Percent Runoff Capture (% capture)
Mean Annual Runoff,Vt
Event Mean Concentration of Pollutant, EMC
Annual Mass Load, M,o,,
Filter System
Filtration brand
Cartridge height
Cartridge Quantity Calculation
Mass removed by pretreatment system, Mpfe
Mass load to filters after pretreatment, Mpass,
Estimate the required filter efficiency, Eimer
Mass to be captured by filters, Mitt,
Maximum Cartridge Flow rate, Q,ar,
Mass load per cartridge, Mc, (Ibs)
Number of Cartridges required, N,nass
Maximum Treatment Capacity
Determining Number of
Cartridges for Volume -Based
Design in NC
JDP Blue Cells = Input
7/15/2014 Black Cells = Calculation
SpunTech
North Carolina
Roxboro
9 90 all
7 60 ac
230
77%
074 =0 05 +0 9 *(Ai /Ad)
1 0 in
266261 ft 3 = Ad *Rv *Rd *(43560/12)
19969 5 ft' =0 75 *WQV
30%
45 in
85%
90%
1,078,355 ft' = P *Ad *Rv *(43560 /12)* %capture
70.0 mg /I (Typically 60 - ResidenbaUOrOce 70 - commercial 100 Industrial)
4709 51 Ibs = EMC *Vt *(28 3) *(0 000001) *(2 2046)
Stornrl
27 in
1413 Ibs
= Mtotal * %removal
3297 Ibs
= Mtotal - Mpre
79%
=1 +( %removal - 1)/(1 - %pre)
2590 Ibs
= Mpasst * Efilter
75 gpm
=q * (7 5 ft2 /cartridge)
54 Ibs
= lookup mass load per cartridge
48
= ROUNDUP(Mfilter /Mcart,O)
080
= Nmass *(Qcart /449)
SUMMARY
Maximum Treatment Flow Rate, cfs 080
Cartridge Flow Rate, gpm 75
Number of Cartridges 48

Permit Number
(to be provided by DWO)
All other operation and maintenance activities should be m accordance with Contech's StormFilter
Inspection and Maintenance Procedures document. Any problems that are found shall be repaired
immediately. I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above and have received and understand Contech's
StormFilter Inspection and Maintenance Procedures document. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name.Spuntech Industries Line 5 Expansion
BMP drainage circa number-001
Print name:Onn Orren
'ritle.Project Manager
Address: 1801, Patrick Ilenry Ln, Hillsboroup-h, NC, 27278
Phon
Sign
Date
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots
have been sold and a resident of the subdivision has been named the president.
1, J-tSS I c,— Ls , a Notary Public for the State of
County of 1(LrSDV" , do hereby certify that ID h v-, a1r�3 ,,,
personally appeared before me this ;- day of 2D1Ll , and acknowledge the due
execution of the forgoing sand filter maintenance requirements. Witness my hand and official seal,
,# NVOLY N 8(��
tit/i /i
yam\
?-A,� Notary Public r
Pe +son County
=My Commission Expires=
S 01/29/2019 ?
o
., 1 r 1- � / " % y r C f A ' + O � . ` ` � , .
SEAL
My commission expires 1 j 12� I ��

Permit Number.
(to be provided by D910)
StormFilter Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
StormFilter.
The sedimentation chamber or forebay will be cleaned out whenever sediment depth exceeds
six inches.
The StormFilter system will be inspected quarterly. Records of operation and maintenance will be kept
in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be
repaired immediately.
BMP element: Potential vroblem: How I will reineaiate the nrnhl
Entire BMP__
Trash debris is present.
Remove the trash debris.
Adjacent pavement (if
Sediment is present on the
Sweep or vacuum the sediment as soon as
applicable)
pavement surface.
possible.
Flow diversion structure
The structure is clogged
Unclog the conveyance and dispose of any
sediment offsite.
The structure is damaged.
Make any necessary repairs or replace if
damage is too large for repair
StormFilter Cartridges
Cartridges not performing as
Replace cartridges per manufacturer's
designed - see Contech I &M
recommendations
document to determine if cartridge
maintenance is required.
Outlet device
Clogging has occurred
Clean out the outlet device. Dispose of
the sediment offsite.
The outlet device is damaged
Repair or replace the outlet device
Receiving water
Erosion or other signs of damage
Contact the NC Division of Water
have occurred at the outlet.
Quality 401 Oversight Unit at 919 -733-
1786.

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