NCG200531_Application_20210317

N0SVr20053
FOR AGENCY USE ONL
Date Received
Division of Energy, Mineral, and Land Resources 2m( o Dontb a,
Land Quality Section Certificate ofCovera e
- National Pollutant Discharge Elimination System N Check 2 I pro t
Environmental 1 t oZ 141 0
Quality NCG200000 M�1• meion
Permit Assi edto
-
NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG200000 for STORMWATER DISCHARGES associated with activities classified as:
SIC 5093 Scrap Metal Recycling (except as specified below)
WAf�
And, Like activities deemed by DEMLR to be similar in the process, or the exposure of raw
materials, intermediate products, final products, by-products, or waste materials.
The following activities are excluded from coverage under this General Permit:
• Automobile Wrecking for Scrap (a portion of SIC 5093)RECFF�NFD
• Non -Metal Scrap Recycling (a portion of SIC 5093) MAR 17 2021
• Used Motor Vehicle Parts (SIC 5015)
(Please print or type) DENR-LAND QUALITY
STORMWATER pc;MiTTINv
1) Mailing address of the owner/oporator (address to which official pormit correspondence will be mailed):
Name I/OBX Disposal & Recycling LLC
Owner Contact Henry Carlton Spruill
Street Address 73 Waterfront Road
City
Telephone No.
E-mail Address
Columbia
757 449-7000
[e-mail]
2) Location of the facility producing the discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
Email
State NC
Fax: N/A
ZIP Code 27925
I/OBX C&D Waste Recycling Facility
Henry Carlton Spruill
Woodley Road
Columbia State NC ZIP Code 27925
Tyrrell County
757 449-7000 Fax: N/A
[e-mail]
3) Physical Location Information:
Please provide a description of how to get to the facility (use street names, state road numbers, and distance
and direction from a roadway intersection). From downtown Columbia, travel west on US 64 1.1 mi., left on SR1110
Old Columbia Rd„ travel 1.1 mi„ left on SR 1111 Woodlev Rd, site is on left 0.84 mi.
(A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this application.)
4) Latitude 35.892247 N
Longitude-76.274646 W
(degrees, minutes, seconds)
5) This NPDES Permit Application applies to which of the following :
Fvj New or Proposed Facility*
❑ Existing
Date operation is to begin June 1, 2021
*If this new or proposed facility is located in one of the 20 coastal counties, please contact the appropriate DEMLR Regional
Office (see page 4) to determine if a State Stormwater Permit is required prior to construction.
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NCG200000 N.O.I.
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: 5 0 9 3
7) Services and Activities
a) Provide a brief description of the types of industrial activities and products manufactured at this
facility: (Include a site diagram of the process areas and location of activities present at this facility.)
Construction & demolition debris brouqht in
further seaarated into recvclable aroups. n
b) Check all activities conducted at this facility.
❑✓ Outdoor stockpiling of materials
❑✓ Processing — cutting, grinding,
crushing, baling, separation. etc.
P1 Storage of materials in above-
ground tapkr. covered containers
❑✓ Material loading and unloading
8) Discharge points / Receiving waters:
truck or container, sorted into processable
resource recovery o
❑✓ Transport of materials by a conveyor
or front-end loader
0 Vehicle and equipment maintenance
❑ Vehicle or equipment washing
0 Vehicle and equipment fueling
How many discharge points (ditches, pipes, channels, curb and gutter, swales, etc.) convey stormwater from
the property? One
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in? Scuppernong River to Albemarle Sound
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
Receiving water classification (if known): SB
List discharge points (outfalls) that convey discharge from the site (both on -site and off -site) and location
coordinates. Attach additional sheets if necessary, or note that this information is specified on the site plan.
Stormwater Outfall No. 1
Latitude (degrees/minutes/seconds): 35.892597 N
Longitude (degrees/minutes/seconds): -76.274280 W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds): N
Longitude (degrees/minutes/seconds): W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds): N
Longitude (degrees/minutes/seconds): W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds): N
Longitude (degrees/minutes/seconds): W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds): N
Longitude (degrees/minutes/seconds): W
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SWU-235-012815 Last revised 01/28/15

Kid,
NCG200000 N.O.I.
Stormwater Outfall No.
Latitude (degrees/minutes/seconds): N
Longitude (degrees/minutes/seconds): W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds): N
Longitude (degrees/minutes/seconds): W
9) Does this facility:
a) Have an untreated wastewater discharge? 4 No ❑ Yes
b) Have a treated wastewater discharge? 11 No ❑ Yes
If yes, list the permit number.
c) Have a wastewater discharge from a recycle system? M No ❑ Yes
If yes, list the permit number.
d) Have a non -discharge permit? 11 No ❑ Yes
If yes, list the permit number.
e) Discharge wastewater to a municipal wastewater collection system? 11 No ❑ Yes
If yes, list the municipality and permit number
Note: Stormwater discharge permit NCG200000 does not authorize the discharge of any wastewater.
If this site discharges wastewater, you must obtain the appropriate wastewater discharge
permit in addition to coverage for stormwater discharges under NCG200000.
10) Does this facility employ any best management practices for stormwater control?
❑ No 0 Yes (Show any structural BMP's on the site diagram.)
If yes, please briefly describe: Gravel construction entrance, perimeter berms, perimeter silt fence, rock dam at
stormwater discharge, quarterly discarge sampling, covered storage bins
11) Does this facility have a Stormwater Pollution Prevention Plan?
0 No ❑ Yes SPPP in development now, will be in place in June 2021.
If yes, when was it implemented?
12) Are vehicle/equipment maintenance activities occurring at this facility?
❑ No M Yes
13) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
0 No' ❑ Yes No hazardous c&d waste accepted.
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
0 No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
M No ❑ Yes
d) Is hazardous waste stored in the 100-year flood plain?
No ❑ Yes If yes, include information to demonstrate protection from flooding.
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NCG200000 N.O.I.
e) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste: N/A
How is material stored: _
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor: _
Vendor address:
14) Certification:
North Carolina General Statute 143-215.613 (1) 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
[Environmental Management] 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 N f Person Signing: Henry Carlton Spruill
Titl . wner, 1/0B Dispo al &Recycling LLC
March 14, 2021
(Signature of Applicant) (Date Signed)
This Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDEQ
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NCG200000 N.O.I.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included.
Please do not ask us to "hold" an incomplete application in anticipation of a check under separate cover.
Check for $100 made payable to NCDEQ
® This completed application signed bythe applicant along with 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 which drainage areas), (d) runoff conveyance structures, (e) areas where materials are
stored, (f) impervious areas, (g) site property lines, (h) vehicle and equipment maintenance, blasting,
painting, and washing areas, and (i) location of activities listed in 7b.
® Copy of county map or USGS quad sheet (preferred) with location of facility clearly marked on map
Please mail the entire package to:
DEMLR - Stormwater Program
Dept. of Environmental Quality
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Please note:
The submission of this document does not guarantee the issuance of NPDES permit coverage.
For questions, please contact the DEMLR Regional Office for your area.
To visit our website please go to http://portaLncdenr.org/weblir/stormwater
DEMLR Regional Office Contact Information:
Asheville Office....
Fayetteville Office.
Mooresville Office.
Raleigh Office ......
Washington Office
Wilmington Office.
Winston-Salem ....
Central Office ......
[phone]
[phone]
[phone]
[phone]
... [phone]
[phone]
[phone]
.. [phone]
Ashev
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SWU-235-012815 Last revised 01/28/15

Temporary Gravel Construction Entrance / Exit Details
Practice Standards and Specifications 6.06
I/OBX C&D Waste Recycling Facility
Columbia, NC
Tyrrell County
Figure 6.06e Gme: onvancetexit $SQy5 sediment frlom temnrina the oonetrwtmn.gdG (modified from, Ja SMC).
Graveled pad located at entrance to access roads at I/OBX C&D Waste Recycling Facility, where traffic
moves directly onto SR 1111 Woodley Road.
Thickness: 6 inches minimum
Width: 25 feet
Length: 50-feet minimum per diagram above.
Aggregate Size: 2 to 3-inch coarse slag
Maintenance: Maintain the gravel pad to prevent mud or sediment from leaving the construction site.
Periodic top dressing with 2-inch stone will occur as needed during the life of the permit. After rainfalls,
immediately remove all objectionable materials spilled, washed, or tracked onto public roadways.
Ken Elliott, consulting
March 12, 2021

Sediment Fence (Silt Fence) Construction Details:
Practice Standards and Specifications 6.62
I/OBX C&D Waste Recycling Facility
Columbia, NC
Tyrrell County
HE
j
A temporary permeable barrier erected on small disturbed areas to capture sediment from sheet flow. It is made of
filter fabric buried at the bottom, stretched and supported by steel posts.
Planning: Silt fence will be installed along the perimeter of a 15ft wide buffer zone along the main working area,
between the working area and adjacent cultivated fields. Narrow width of fenced area will allow only shallow pools to
form behind fence while promoting deposition of sediment and preventing sedimentation into adjacent wetlands. Ends
of fence will be curled uphill in "J" pattern to prevent end flow. Stabilized outlets will be provided to protect the fence
system and release storm flow that exceeds the design.
Design considerations: Silt fence will be constructed of extra -strength synthetic filter fabric. Height of fence will not
exceed 2 feet above natural ground level, and will be constructed from a continuous roll to minimize joints. All joints
will be fastened at a support post with 4 feet minimum of overlap. Extra -strength filter fabric will be fastened to road
side of steel posts (installed 2 feet deep) every 6 feet (every 8 feet if using standard strength filter fabric with wire mesh
backing) and fastened with wire ties. Trench will be excavated along inside of fence approximately 4 inches wide by 8
inches deep, into which 12 inches of fabric will be placed along the bottom and side of the trench. Trench will be
backfilled and compacted.
Maintenance: Inspect sediment fence every week and after each rainfall. Make any required repairs immediately.
Replace any collapsed, damaged, or decomposed fence promptly. Remove all fencing materials and unstable sediment
deposits and bring the area to grade and stabilize it after the contributing drainage area has been properly stabilized.
Ken Elliott, consulting
March 12, 2021

Rock Dam in Ditch Construction Details
Practice Standards & Specifications 6.63
I/OBX C&D Waste Recycling Facility
Columbia, NC
Tyrrell County
SE1T 21-1)
PROFILE
aa£.2 9P R>
CHECK DAM DETAIL
A rock embankment located to capture sediment in a naturally formed drainage feature. The purpose of a rock dam is
to trap sediment on the construction site, and prevent off -site sedimentation in streams, lakes and drainageways.
Planning: Used where it is desirable to have the top of the structure serve as the overflow outlet. A long weir crest is
designed to keep flow depth shallow and discharge velocity low. Inside face of the dam will be covered with gravel to
reduce rate of seepage so that a sediment pool will form during runoff, draining slowly through the dam.
Design considerations:
• Maximum height — weir elevation 6 feet above ditch grade.
• Embankment —top width 2 feet minimum, side slopes maximum 2:1 upstream slope, maximum 3:1 downstream
slope. Rock abutments will extend to an elevation at least 1 foot above the spillway.
• Outlet protection — rock apron minimum 1.5 feet thick will extend downstream from the toe of the dam a
distance equal to the height of the dam to prevent channel erosion.
• Rock fill — rock will be well graded erosion resistant stone with a minimum d50 size of 12 inches, Class II
downstream layer of riprap and Class I upstream layer of riprap.
Maintenance: Check sediment basin after each rainfall, remove sediment when sediment accumulates to % the height
of the dam. Check structure for erosion or rock displacement weekly or after each significant (1/2 inch or greater)
rainstorm and repair immediately.
Ken Elliott, consulting
March 12, 2021

APPLICATION FOR AMININC PERMIT
7, Describe your plan for revegetation or other surface treatment of the affected areas. This plan
must include reconitriendations for yqg!,j including the time of seeding and the arniount
and type of seed, fertilizer, lime and mulch per acre. The recommendations must include general
seeding instructions for both permanent and teniporaty revegetation. Revegetation utilizing only tree
plantings is not acceptable, Reconiniendmions can be sought from-.
a. ALIthorized representatives of the local Soil and Water Conservation District;
b. Authorized representatives of theDivision ol'Forest Resources, Department off',nvironment and
Natural Resources;
c, Authorized county representatives of the North Carolina Cooperative Extension Service,
specialists and research faculty with the Colleges of Agriculture and Life Sciences and Forest
Resources Eat North Carolina State 1-iniversity-,
d. North ( ' 'arolina licensed lands cape architects,-,
e. Private consulting foresters referred by the Division of Forest Resources, Department of
l"Aivironmcrit and Natural Resources;
1'. N.C. 11"rosion and Sedimentation Control planning and Design Manual,
N.C. Surface Miningklanual: A Ciuide for Permitting, Operation and Reclamation;
h. Others as may be approved by the Department.
LIME - RATE OF AlIPLICATION (tons/acre):
' :�000 lbs/acre or follow recommendations of soil test
FERTILIZER - ANAL,YSIS AND RATE OF APPLICATION (pounds/acre):
1000 lbs/acrc 8-8-9 or 10-10-10 or follow recommendations of soil test.
SEED - TYPE(S) AND RATF'(S) OF AI)PLICATION INCLUDING YEAR-ROUND SEEDING
SCHEDU'L.111'. (pounds/acre): JNOTEF : Include Legurnesl
Serd Types:
See dina Dates,
Seeding RatesLbs/Acre-,
Kobe Lespedeza
Feb 15 , Apr I
I ()
Bahiagrass
50
Redtop
I
Winter rye (grain)
15
Common Bermuda
Apt, I --JU1 31
so
Lespedeza (unscari tied)
Aug I Oct 25
30
Geralan millet
40
Rye (grain, temporary)
v
Oct '2 5 Feb 15
120
MULCH -TYPE AN11) RATI", OF APPLICATION (pounds/acre) AND METHOD (-)FANCHORIN(:
All seeded areas shall be mulched using small grain straw at a rate (W2000 lbs,/acre and ',anchored
appropriately.
OTHER VEGETATIVE COVERS .-TY11"' (S) AND RATE (S) OF 1AWPLICATION INCLUDING
SULDING SCHEDLiLE (pounds/at re. trees./Ure, spacing of trees/shrub.", etc):
:
't proved by
'o,
Signature
Print Name
Title
Ag
Date

DEMLR - Stormwater Program
Dept. of Environmental Quality
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
To Whom It May Concern:
Elliott Consulting
202 Elliott Road
PO Box 112
Aydlett, North Carolina 27916
Phone:[phone]
I am writing on behalf of Mr. Henry Carlton Spruill, owner of I/OBX Disposal & Recycling LLC, of
Columbia, NC in Tyrrell County. Mr. Spruill is proposing to start a construction and demolition waste
recycling facility near Columbia, which will be the precursor to a recycling complex that will include C&D
recycling, waste tire recycling, land clearing & inert debris recycling, and a sand pit excavation. The
I/OBX C&D Waste Recycling Facility will be the first phase, with a planned opening of June 1, 2021. Mr.
Spruill currently is the manager of United Disposal, Inc. in Norfolk, VA, and plans to utilize the I/OBX
facility for initial sorting of recyclable materials, and then transfer the sorted materials to United Disposal
for resource recovery.
The recycling facility will be located on flat, sandy land with perimeter ditches around the active areas
and a single point source discharge of stormwater. Quarterly testing of the discharge and reporting will
occur per the requirements of NCG200.
Mr. Spruill is therefore submitting this NPDES application for coverage under NCG200 for stormwater
discharges related to scrap metal and other recycling activities. Site maps, BMP strategies, documents,
and application fee of $100 are enclosed with the application.
Mr. Spruill appreciates your consideration of this application and asks that it be expedited as soon as
possible. Mr. Spruill has also submitted an Erosion and Sediment Control Plan application to NCDEQ
Washington Regional Office and a Recycling and Transfer Permit application to NCDEQ Division of Waste
Management.
Thank you, please let me know if you have any questions.
Ken Elliott
Elliott Consulting
3/13/2021