NCG030686_Newton Cable Annex NOI Application_20170906

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FqCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NRuR RESOURCES
NOTICE OF INTENT
Division of Energy, Mineral and Land Resources
Land Quality Section
National Pollutant Discharge Elimination System
NCG03O00O
FOR AGENCY USE ONLY
Date Received
Year Month Da
Certificate of Cove a
N C G 0 13
Check #
Permit AssT ed to
/RECEIVED
'EP 0 6 2017
SiORMW� ERQ UAL/Ty
4f171NG
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG030000:
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) 335 Rolling, Drawing, and Extruding of Nonferrous Metals
SIC 3398 Metal Heat Treating
SIC 34 Fabricated Metal Products
SIC 35 Industrial and Commercial Machinery
SIC 36 Electronic and Other Electrical Equipment
SIC 37 Transportation Equipment
SIC 38 Measuring, Analyzing, and Controlling Instruments
VaFor questions, please contact the DEMLR Regional Office for your area. See page 4.
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Name Corning Optical Communications, LLC- Newton Cable Annex
Street Address 1500 Prodelin Drive
City Newton State: NC ZIP Code: 28658
Telephone No. 828-901-4200 Fax: N/A
2) Location of facility producing discharge:
Facility Name Corning Optical Communications, LLC- Newton Cable Annex
Facility Contact Randy E. Curtis
Street Address 1500 Prodelin Drive
City Newton State NC ZIP Code 28658
County Catawba
Telephone No. 828-901-4017 Fax: N/A
Email randy.curtis(&-corning.com
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). From Newton NC: Travel south on Main Street. Turn
left onto E D Street and continue on NC Business 16 South. Turn right onto E P St Exn and turn right onto
Prodelin Drive.
(A copy of a county map or USGS quad sheet with the facility clearly located must be submitted with this application.)
Page 1 of 4
SWU-218-071408 Last revised 7/2/14

13
NCG030000 N.O.I. /
4) Latitude 35° 38' 57"N Longitude 81° 12' 08" W (deg, min, sec)
5) This NPDES Permit Application applies to which of the following:
® New or Proposed Facility ❑ Existing
Date operation is to begin: Production operations to begin in September 2017.
6) Standard Industrial Classification:
Provide the 4 -digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility.
SIC Code: 3 3 5 7
7) Provide a brief narrative description of the types of industrial activities and products manufactured at
this facility: The facility will produce fiber optic cable. Glass optical fibers are delivered to the facility and
assembled into a cable through various coatinq and printing processes.
8) Discharge points / Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater from the property? 3- Outfall 3
does not discharge water in contact with industrial activities
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in? Facility storm water is discharged to an unnamed tributary of Smvre Creek, travels into
Smvre Creek and to Clark Creek
Receiving water classification. Clark Creek is classified as impaired for fecal coliform.
Is this a 303(d) listed stream? Yes Has a TMDL been approved for this watershed? Yes
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer). N/A
9) Does this facility have any other NPDES permits?
® No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
10) Does this facility have any Non -Discharge permits (ex: recycle permit)?
® No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
11) Does this facility employ any best management practices for stormwater control?
❑ No
® Yes (Show any structural BMPs on the site diagram.)
If yes, please briefly describe: Storm water management system drawings are attached to this application. During site
expansion proiect, an existing sediment basin is being converted to a wet pond with a skimmer riser.
12) Does this facility have a Stormwater Pollution Prevention Plan?
❑ No
® Yes
If yes, when was it implemented? Stormwater Pollution Prevention Plan will be implemented when industrial
activities exposed to stormwater begin at the site.
13) Are vehicle maintenance activities occurring at this facility?
® No ❑ Yes
Page 2 of 4
SVW-218-071408 Last revised 7/2/14

NCG030000 N.O.I.
14) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
® No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
® No []Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
❑ No ® Yes
d) Is hazardous waste stored in the 100 -year flood plain?
® No ❑ Yes If yes, include information to demonstrate protection from flooding
e) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste: acetone, alcohol, MEK, matrix, inks, and used oil
How is material stored: Materials will be stored in drums on the facility's hazardous waste pad.
Where is material stored: The hazardous waste pad is under a roof on the north side of the building.
How many disposal shipments per year: Waste disposal shipments will occur at least 4 times per year.
Name of transport / disposal vendor: Waste Technology Services
Vendor address: 435 N. 2nd Street Lewiston NY 14092
15) Certification:
North Carolina General Statute 143-215.66 (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report,
plan, or other document filed or required to be maintained under this Article or a rule implementing this Article; or who
knowingly makes a false statement of a material fact in a rulemaking proceeding or contested case under this Article; or
who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be
operated or maintained under this Article or rules of the Commission implementing this Article shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed ten thousand dollars ($10,000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this
permit will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as
an individual permit.
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing: No 461 d%�
Title: &-jQ -)
of Applicant)
g a�1�
(date Signed)
Page 3 of 4
SWU-218-071408 Last revised 7/2/14

NCG030000 N.O.I.
This Notice of Intent must be accompanied by a check or money order for $100.00, made payable to:
NCDENR
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
❑ Check for $100 made payable to NCDENR.
❑ This completed application and all supporting documents.
❑ A site diagram showing, at a minimum, (existing or proposed)
(a) outline of drainage areas, (b) stormwater management structures, (c) location of stormwater outfalls
corresponding to the drainage areas, (d) runoff conveyance features, (e) areas where materials are stored,
(f) impervious areas, (g) site property lines.
❑ Copy of county map or USGS quad sheet with the location of the facility clearly marked on the map
Mail the entire package to:
Stormwater Permitting Unit Program
Division of Energy, Mineral and Land Resources
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Note
The submission of this document does not guarantee coverage under the General Permit.
For questions, please contact the DEMLR Regional Office for your area.
DEMLR Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office
[phone]
Raleigh Office
[phone]
Washington Office
[phone]
Wilmington Office ..
[phone]
Winston-Salem ......
[phone]
Central Office .........
[phone]
Page 4 of 4
SWU-218-071408 Last revised 7/2/14

I IP
Aft
148 RIVER STREET
SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
TO: Stormwater Permitting Unit
Program
Division of Energy, Mineral,
and Land Resources
1612 Mail Service Center
Raleigh, NC 27699-1612
T RA N S M I TTA L
[phone]
FAX [phone]
DATE: September 1, 2017
FROM: Catherine Giguere on behalf
Corning Optical Communications,
LLC
PROJECT NAME: Corning Newton Startup
CC: Randy Curtis (Coming) YKUJEC I' No: lU%J.0%.Ul
® ENCLOSED ❑ UNDER SEPARATE COVER
DELIVERY METHOD
❑ US MAIL
ITEMS
® ORIGINALS
❑ VENDOR DRAWINGS
® UPS GROUND
❑ COPIES
❑ ELECTRONIC FILES
❑ FEDEX EXPRESS
OVERNIGHT
❑ PRINTS
❑ COMPACT DISC
❑ OTHER (Via Email)
❑ SAMPLES
❑ SPECIFICATIONS
Item No.
Rev. No.
Copies
Description
Action
1
1
Completed Form NCG030000 NOI with original signature
FYU
2
1
Application Fee Check ($100)
FYU
3
1
Site Diagrams
FYU
4
1
USGS Quad Sheet Location Map
FYU
N ACTION SCHEDULE:
FYU FOR YOUR USE
BY: 9Um
SEP 0 P 210-117
DENR-LAND QUALITY
STORMWATER PERfvIITI-ING
P \Corning Cable Systems 1073\07 Startup in Newton NC\01 Permitting and compliance
Assistance \ SWPPP\ NOI\ Transmittal_NOI_StormwaterPermithngUrutProgram.doc

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2 SEE GENERAL NOTES SHEET C2
3 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPROVED PLANS AND
ALL APPLICABLE STANDARDS
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2 SEE GENERAL NOTES SHEET C2
3 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPROVED PLANS AND
ALL APPLICABLE STANDARDS
4 CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS PRIOR TO CONSTRUCTION
5 CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES THROUGHOUT
DURATION OF CONSTRUCTION
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D&A WOLVERINE, PLLC
6120 BROOKSHIRE BLVD, UNIT R
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TEL [phone]
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PROPOSED FLARED
END SECTION
PER CITY OF NEWTON !
DETAIL D -30A -B ' e
INV OUT -94600
PROPOSED 6' WIDE CONCRETE FLUME I �s 7v
PROPOSED 41 Sy SEE DETAIL
OFCLASS BRIP RAP
! • CONTRACTOR TO LOWER EXISTING WATER SERVICE UNE IN 11 u u
! THE EVENT OF A CONFLICT WITH PROPOSED 18' STORM
PROPOSED 4 STORM MANHOLE \
PROPOSED DOUBLE PER NCDOT STD "'4052
CONCRETE DROP INLET'
NLET INV IN = 933 47 —
NCDOTSTD#84017 INV OUT=93337
RIM - 937 07
INV OUT = 93387 PROPOSED N DOGHOUSE STORM MANHOLE f
PROPOSED 40LF — PER
INV OUT 935 40
NCDOT STD #840 52
_ INV IN=94070
15' RCP 7a' 1 Ob ry POST -DEVELOPMENT IMPERVIOUS
!AREA TOPOND = 6 25 AC
PROPOSED 73LF 15 RCP .12 D o
-/ CAUTION INSTALL IS"STORM UNDER EXISTING WATER/SEWER LINES Y
_ __ _
C... ............ t
ONTRACTOR TO LOCATE EXISTING WATER AND SEWER AND HAND DIG _ _ _ _ _ _ _ _ _ `I "-I
PROPOSED 37LF = - AS NECESSARY DO NOT DISTURB EXISTING WATER/SEWER PROVIDE
IS" RCP aD 10% - -� CONCRETE CRADLE IF EXISTING WATER/SEWER BEDDING IS DISTURBED
PROPOSED FLARED PROPOSED FLARED END SECTION -
END SECTION c PER CRY OF NEWTON DETAIL D -30A -B PROPOSED 61 SY OF CLASS B RIPRAP ; s'-.�_� i ` •F "4 E 1 • . ,
PER CITY OFNEWTON - INV = 934PROPOSED
9
DETAIL DJ OA -B -
PROPOSED 9 SY OF CLASS RIPRAP
OF CLASS B RIPRAP
TOP OF DAM =93950
1
0-- 0 D GVHD—
i
B
•
PROPOSED 41LF 1S RCP @ 15%
^`
PROPOSED 101111 H
INV IN=94900
CONNECT PROPOSED 15" RCP INTO
PROPOSED WET POND INV OUT = 94890
EXISTING MANHOLE
SEE CROSS SECTION BELOW
PROPOSED INV IN = 931 39
'
EXISTING INV ON = 931 14 PERMANENT POOL ELEVATION = 93450
MAXIMUM WSEL FOR 1 -YR 24 -HR STORM EVENT = 93823
6 0' VEGETATED
MAX WSEL I -YR 24 -HR = 938 23
SHELF@ 6 1
,-. PERMANENT POOL ELEV = 934 50
EXCAVATE AN EXTRA 17' OF DEPTH
FOR SEDIMENT ACCUMULATION
POND CROSS SECTION
= 925 00 NTS
E
TOP OF BERM = 939 50
PROPOSED 41 LF 15' RCP Q 15%
POST -DEVELOPMENT DRAINAGE AREA = 8 54 AC
EXISTING GRADE
Pre-Dev Pod Dev
Area to Pond (ac) 7W 857
Imp1=(to:) 290 622_5
P:r4 Wa) 410 22�
%Impervious 41% 73%
CN 73 26
T. ID 5
Runoff(ch) 641 1306
Peak d6cAcr9e(ch) 641 605
New lmperAom(cc) 193
ImpeMous to Pond (cc) 625
Told Area to Pond (ac) 854
Water Quality Volume (cc -fl) 0 5C
Permmserd Pool EleveBon (e) 92450
Water Quality Elevatlon(e) 93&97
1-l-,24-L>MO. WSEI(e) 93823
Too o1 Berm (el 93950
PROPOSED GRASS SWALE
101—If D
—All III
NOTES:
1 THE EXISTING SITE IS EXEMPT FROM STORMWATER MANAGEMENT GUIDELINES
2 THE PROPOSED STORMWATER POND HAS BEEN DESIGNED TO STORE AND TREAT AN
AMOUNT EQUAL TO 325% OF THE REQUIRED IMPERVIOUS AREA FOR THIS SITE
3 DUE TO EXISTING SITE CONSTRAINTS FORMAL FOREBAYS NOT PROVIDED GRAVEL
FILTER BERMS PROVIDED IN LIEU OF FOREBAYS.
M"p
CIVIL ENGINEERING
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BLVD UNITR
CHARLOTTE NC 28216
TEL [phone]
WWW.DNAWOLVERINE.COM
NCBELS LICENSE NO P-1223
SEAL.
`�Y17sLAA/7777iJ
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• 7p •y-1 i
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FOR CONSTRUCTION
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06/06/17 SMC -1 PERrw#
06/01/17 SM TENANT KE I,S
05/27/17 SMC ADDRESS 0111' OF NEWTON COiu.—'E
DATE BY REVISION
PROJECT It DRAWN BY I SMC
162039 CHECKED Br cMF
DATE APPROVED BY CMF
05/11/2017 SHEET
SCALE C9
1 "=50' 7
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:oM cisov:��sBe
PROPOSED GRASS SWALE
101—If D
—All III
NOTES:
1 THE EXISTING SITE IS EXEMPT FROM STORMWATER MANAGEMENT GUIDELINES
2 THE PROPOSED STORMWATER POND HAS BEEN DESIGNED TO STORE AND TREAT AN
AMOUNT EQUAL TO 325% OF THE REQUIRED IMPERVIOUS AREA FOR THIS SITE
3 DUE TO EXISTING SITE CONSTRAINTS FORMAL FOREBAYS NOT PROVIDED GRAVEL
FILTER BERMS PROVIDED IN LIEU OF FOREBAYS.
M"p
CIVIL ENGINEERING
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BLVD UNITR
CHARLOTTE NC 28216
TEL [phone]
WWW.DNAWOLVERINE.COM
NCBELS LICENSE NO P-1223
SEAL.
`�Y17sLAA/7777iJ
' +0�1� Obi�-.41",
• 7p •y-1 i
L f
wti
7j777gnri' 6/06/2017
FOR CONSTRUCTION
O
N W
5
CL 0'Wn
LUUoo
Z W Q
W QNo Z
� Lu C C Q
Q (n Z
Z Z Q H
L j Q w 0 Q
Ca
Lu
LL.
W
O
O^ H
r
06/06/17 SMC -1 PERrw#
06/01/17 SM TENANT KE I,S
05/27/17 SMC ADDRESS 0111' OF NEWTON COiu.—'E
DATE BY REVISION
PROJECT It DRAWN BY I SMC
162039 CHECKED Br cMF
DATE APPROVED BY CMF
05/11/2017 SHEET
SCALE C9
1 "=50' 7