NCG020923_COMPLETE FILE - HISTORICAL_20180514

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO. /V CCU O
DOC TYPE HISTORICAL FILE
f J MONITORING REPORTS
DOC DATE
YYYYMMDD

Central Files: APS _ SWP
5/8/2018
Permit Number NCG020923 Permit Tracking Slip
Program Category Status Project Type
NPDES SW In review New Project
Permit Type RECEIVED Version Permit Classification
Mining Activities Stormwater Discharge COC 1 COC
Primary Reviewer MAY 14 2p f8 Permit Contact Affiliation
jujie.ventaloro Q[:-NTRAL FlL.L-,
Coastal SWRule UWR SEC7lor,
Permitted Flow
Facility
Facility Name
Major/Minor Region
Bayview Sand Mine
Minor Washington
Location Address
County
S Bayview Rd
Currituck
Facility Contact Affiliation
Powells Point NC 27966 Jamie Hatchell
1002 Driftwood Dr
Owner Manteo NC 27954
Owner Name Owner Type
Ham Development LLC Non-Govemment
Owner Affiliation
Jamie Hatchell
1002 Driftwood Dr
DatestEvents Manteo NC 27954
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice ssue Effective Expiration
12/8/2017
Regulated Activities
Mine dewatering .
Outfall 001
SA/a01 g S/1/.2v/g q/3a12o2;D
Requested /Received Events
RO staff report received 1/11/18
RO staff report requested 12/19/17
Waterbody Name Streamindex Number Current Class Subbasin
Currituck Sound 30-1 Sc 03-01-54

Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
May 9, 2018
Ms. Jamie Basnight Hatchell
HOM Development, LLC
1002 Driftwood Drive
P.O. Box 2405
Manteo, NC 27954
ROY COOPER
Governor
MICHAEL S. REGAN
5ecrerary
WILLIAM E. (TOBY) VINSON, JR.
Interim Director
Subject: General Permit No. NCG020000
Bayview Sand Mine
Issuance of COC No. NCG020923
Currituck County
Dear Ms. Hatchell:
In accordance with your application for a discharge permit received on December 11, 2017, we are
forwarding herewith the subject certificate of coverage (COC) to discharge under the subject state —
NPDES general permit. This permit is issued pursuant to the requirements of North Carolina General
Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the US
Environmental Protection Agency dated October 15, 2007 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except upon approval of the
Division of Energy, Mineral and Land Resources (DEMLR). DEMLR may require modification or
revocation and reissuance of the certificate of coverage.
This general permit allows the discharge of stormwater and certain types of wastewater from your
facility. in your application, you specified that only mine dewatering water would be discharged from
this facility. If separate point -source discharges of stormwater occur (i.e., stormwater not combined
with mine dewatering water), you must adhere to the conditions in this permit for stormwater
discharges.
Please be aware that mine dewatering at your site has the potential to impact adjacent wetlands. The
specific requirements for mine dewatering at facilities near wetlands can be found in Part III, Section E
of your permit. You must have an approved Operation and Monitoring Plan before mine dewatering
discharges occur at your facility. Discharging mine dewatering wastewater without Plan approval will
be subject to enforcement action. An Operation and Monitoring Plan for your facility must be
submitted to the Washington Regional Office within 60 days of your receipt of this permit. Contact
Samir Dumpor at the Washington Regional Office at [phone] for more information about the
approval process.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
512 N. Salisbury Street 1 1612 Mail Service Center I Raleigh, North Carolina 27699-1612
919 707 9200

This permit does not affect the legal requirements to obtain other permits which may be required by
DEMLR, the Coastal Area Management Act, or any other federal, state or local government permit that
may be required.
If you have any questions concerning this permit, please contact Julie Ventaloro at telephone number
[phone] or by email [e-mail].
Sincerely,
7461011-11e
for William E. (Toby) Vinson, Jr., P.E., CPM
cc: Washington Regional Office, Samir Dumpor
Central Files
Stormwater Permitting Program Files
State of North Carolina I Environmental Quality i' Energy. Mineral and Land Resources
512 N. Salisbury Street 11612 Mail Service Center I Raleigh. North Carolina 27699-1612
919 707 9200

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020923
STORMWATER and MINE DEWATERING DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
HOM Development, LLC
is hereby authorized to discharge stormwater and mine dewatering wastewater from a facility
located at
Bayview Sand Mine
S. Bayview Road
. Powells Point
Currituck County
to receiving waters designated as UT to Currituck Sound, a class SC water in the Pasquotank
River Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, 11, III, IV, V, and VI of General Permit No. NCG020000 as
attached.
This certificate of coverage shall become effective May 9, 2018.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day May 9, 2018.
for William E. (Toby) Vinson, �', P.E., CPM
Interim Director, Division of Energy, Mineral and Land Resources
By the Authority of the Environmental Management Commission

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HOM Development, LLC
Bayview Sand Mine
Latitude: 361 09' 43" N
Longitude: 7511 50' 19" W
County: Currituck
Receiving Stream: UT to Currituck Sound
Index No: 30-1
Stream Class: SC
Sub -basin: 03-01-54 (Pasquotank River Basin)
Facility Location

hc R g'o q 93?
NORTH CAROLINA
NCG02 NOI
GENERAL PERMIT APPLICATION
Bayview Sand Mine
Powells Point, NC 27966 nr�
Currituck County
DEC 0 8 2017
IMINING
State of North Carolina
Department of Environmental Quality
Division of Energy, Mineral, and Land Resources
1612 Mail Service Center
h eCEIVED
DEC 112017
§ MWA4'� �ati?Y
RMIrtwo
Raleigh, North Carolina 27699-1612
[phone]
Revised: 2017

FLLIOTT CONSULTING
December 4, 2017
NC Department of I nvironmental Quahry
Division of f,'nergy, Mineral and Land Resources
Land Quality Section
1612 Mail Service Center
Raleigh, NC 27699-1612
To Whom It May Concern:
This NCC;02 General permit application is a request by Ms. jatnic 13asnight Hatchell,
manager of 1-I0M Dcvelopinent, L,L.C, to allow excavation of a 5.04-acre pond, on property
owned by Atlantic 013t, Inc.,,). Bryan Smith, president, off SR 11 IS S. 13ayview Road, Powells
point, NC, in Cur.rituck County. 'I lie proposed permit arca is in a flat, sandy, cultivated farm
area, and will not present any problems regarding runoff to adjacent areas when all proposed
erosion and sediment: control measures arc in place. The purpose of the excavation will be to
serve as wildlife habitat and to increase scenic value for the landowner.
The excavation arca will be located geographically 0.4-mile from the nearest public
highway and will be accessible only by a privately -owned access road. Excavation activities
will be screened from public view on all sides by existing full growth woodland, vegetated sand
berms, and distance across adjacent fields. Public access to the permit area is limited by private
property, and gated private road access. There will be minimum 25ft wide unexcavated buffers
on all sides of the permit area, minimum 50ft wide undisturbed buffers between mining
activity and adjacent wetlands, and a minimum 25ft wide visual screen of existing woodland
around the permit area.
Upon receipt of the approved permits from NCDI"Q, I-IOM Development, I. LC plans to
excavate the pond to an average depth of 25 feet below normal groundwater level, and will
include construction of proper cut slopes oil all sides of the excavated area, as required in the
permit. Reclamation of the permit area will include grading, leveling, and grassing of all
affected areas. The per-tnit is requested fora 10-y>car period.
All adjacent landowners have been contacted and made aware of the proposed excavation
()per,
tion, and land entry agreements have been obtained. The excavation arca will be well
marked with warning and keep out sigms to prevent inadvertent public access.
HONI Devcloptnerit, L,L,C does hereby rcqucsr apprc.wal for this NCC;02,Gcncral Permit.,
and asks that it be expedited as soon as possible. HOiNI Development, LL.0 appreciates your
consideration of this mine permit application.
Sincerely,
Ken ["Iliott
I"or jarnic 13asnight Hatchell, manager
I-IONI Development, 11C
I'O [W\ 112 • Ayoi.i:TT, Alt) It 4:A1(1)1.INA • 2 79 16
P11ONF.: 252--139-9021 • FNJAIL: Iil1(No13S.00M

Division of Energy, Mineral and Land Resources 1
Land Quality Section — Stormwater Permitting Program
National Pollutant Discharge Elimination System
NCG020000
NOTICE OF INTENT -- General Permit Application
POR AGENCY USE ONLY
Date Received
Ycar
Month
Day
Ceitilicate of coverage
N G
Check 4
Amourt
Pcrmft A,c,sfgncd to
hcGoatROO
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG020000:
STORMWATER ANDIOR WASTEWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 14XX Mineral Mining Industry (except as specified below) and
like activities
The following activities are included:
• Active or inactive mining operations (including borrow pits —except for NCDOT borrow pits) that discharge
stormwater contaminated with or that has come in contact with, any overburden, raw material, intermediate
products, finished products, byproducts or waste products located on the site of such operations;
• Stormwater from vehicle maintenance activities (VMA) at mining operations;
• Overflow from facilities that recycle process wastewater; and/or
• Mine dewatering (wastewater)
The following activities are specifically excluded from coverage under this General Permit:
• Stormwater discharges associated with peat mining, coal mining, and metal mining;
• Stormwater discharges from mining operations which are intermixed on site with stormwater from concrete
operations;
• Stormwater discharges associated with oil and gas extraction operations; and
• Stormwater discharges associated with tourist gem mines
• NCDOT borrow pits (covered under individual permit NCS000150)
The following discharges are covered by NPDES general permit NCG520000 instead of NCG020000:
Point source discharges of stormwater and wastewater from in -stream sand mining operations (sand dredging
or dipping operations) are covered instead by NPDES General Permit NCG520000, administered by the Division
of Water Resources NPDES Wastewater Permitting Program. Please contact DWR for more information.
Please print or type all entries in this application form.
1) Mailing address of owner/operator Lfficial_address to which all permit correspondence will be mailed):
Legal Owner Name HOM_Development, LLC
(Attach the most recent Annual Report to the NC Secretary of State showing the current legal name of the corporation or entity.
Alternatively this permit can be given to an individual or government authority. This name must be the same name as appears on the
Division of Energy, Mineral, and Land Resources' Mining Permit.)
Signee's Name (as signed for in question 41. at end) Jamie Basnight Hatchell
Street Address 1002 Driftwood Drive, PO Box 2405
City Manteo State NC ZIP Code 27954
Telephone No. 252 473- 6074 E-mail iamie _hatQheliconrrete.com
Alternate Contact Name" Derek Hatchell
E-mail (if different)
Alternate Contact Telephone (if different) 252 202-1501
"Alternate contact should be affiliated with the Owner/Operator. Consultant information can be provided
in question 5.
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1
NCG020000 N.O.I.
2) Location of facility producing discharge:
Facility Name Bayview Sand Mine
Facility Street Address S. Bayview Road
Facility City Powells Point State NC ZIP Code 27966
Facility County Currituck
Facility Contact Jamie Basnight Hatchell
Telephone No. 252 473-6074 Fax: [phone]
Contact E-mail Jamie hatchellconcrete.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 Powells Point Past Office. an south 0.4 mi on US 158
r,- a r1 a -1 •� I : - �• •• 1 11 •� •1 • •.• r• r1 1 rl • rr
4) Facility Location Coordinates:
Latitude 36.162097 deg N Longitude-75,838691 deg W (degrees / minutes / seconds or decimal
degrees)
5) Consultant Information (if applicable):
Consultant: Ken Elliott
Consulting Firm: Elliott Consulting
Mailing Address: PO Box 112
City: Aydielt
State:. _ NC Zip Code: 27916
Phone: 252 } ____339-9021 Fax: 888 ) 637-6241
E-mail: _ken _kenobx.com
Permits:
6) This NPDES Permit Application applies to which of the following:
❑x New or Proposed Facility
❑ Existing
7) Standard Industrial Classification:
(Optional)
Staple Business Card Here
Date operation is to begin: January 2018
Date began mining:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility SIC Code: 1 4 4 2
8) Provide a description of the types of minerals mined at this facility:
Sand & toosoil
9) Is this a PROCESSING -ONLY facility for materials mined elsewhere? ® No ❑ Yes
10) Is this an inactive mine site?
® No
❑ Yes If yes, have you certified to the Stormwater Permitting Program that all portions of the site where
clearing, grading, and/or excavation activities have occurred have been stabilized?
❑ No ❑ Yes (If yes, the site may be eligible for "Dormant Status" and reduced BMP
inspections. See the General Permit.)
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NCG020000 N.O.I.
11) Does this facility already have a valid Mining Permit from DEMLR's Land Quality Section?
® No If no, please indicate the status of the Mining Permit application: Application submitWd_NQv 201Z
❑ Yes If yes, please provide the Mining Permit number: Also provide a copy of
the DEMLR Mining Permit with this NPDES application.
12) Does this facility have any other NPDES permits?
® No
❑ Yes If yes, list the permit numbers for all current NPDES permits for this facility:
13) Are you applying for a discharge permit in the same location as a previously permitted mine?
® No
❑ Yes If yes, specify permit number and mine name if known:
14) Does this facility have any Non -Discharge permits from DWR (e.g., recycle permits)?
® No
❑ Yes If yes, list the permit numbers for all current Non -Discharge permits for this facility:
15) Does total area of this mine site include ready -mixed concrete plant and/or asphalt plant areas?
® No
❑ Yes If yes, do they have separate NPDES stormwater permits? ❑ No ❑ Yes' (provide permit
number(s) )
If not owned by the same company, who is the owner?
Development Activities and Buffers:
16) Will this mining operation precede development activities at this site?
® No
❑ Yes
17) Is this mine located within one of the 20 Coastal Counties, and will it add more than 10,000 ft2 of
impervious surface?
❑ Yes (to both)
® No, this mine site IS in one of the 20 Coastal Counties but will NOT add 10,000 ft2 of impervious surface.
❑ No, this mine site is NOT in any of the 20 Coastal Counties.
If this site is in one of the 20 Coastal Counties, you may be required to apply for an additional State
Stormwater Permit. Check with your local Regional Office (see contact information and checklist below).
18) Is this mine located the Neuse, Tar -Pamlico, or Catawba River Basins, or the Randleman or Jordan
Water supply Watersheds?
® No
❑ Yes If yes, what size stream buffers are included on site? ft. You must show buffers on site
plans. Also include information and plans showing diffuse flow through buffers as required.
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NCG020000 N.O.I.
Discharge Points, Receivinq Waters & Wetlands:
19) Receiving waters:
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges will end up in? Betsy's Creek to Currituck Sound
To find the waterbody, please see the "MAPS" tab on http:llportal.ncdenr.org/web/wq for a map of NC
Surface Waterbody Classifications.
Receiving water classification(s) for the waters: S
If the site will discharge to a separate storm sewer system, name the operator of the separate storm sewer
system (e.g. City of Raleigh municipal storm sewer). NA
Discharge of wastewater to receiving waters classified as WS-11 through WS-V, or SA, must be
approved by the Division of Water Resources (DWR) or Division of Marine Fisheries
(DMF). DEMLR cannot grant coverage under NCG020000 without that approval. Also be advised that
no new discharges of wastewater are permitted in receiving waters classified as WS-1 or
freshwater ORW. Wastewater discharges to saltwater ORW will not be approved under General Permit
NCG02 but may be eligible for an individual permit.
20) Will this mine site discharge wastewater or stormwater to waters classified as High Quality Waters
(HQW), Primary Nursery Areas (PNA), Trout jr) waters, or a class with a symbol like "+" or "@" that
denotes a special management strategy is in place?
R No ❑ Yes, HQW* ❑ Yes, includes "+" or
❑ Yes, PNA* ❑ Yes, Trout (Tr)
21) Will this mine site discharge wastewater or stormwater to waters classified as Shellfish (SA) waters?
® No
❑ Yes, SA*
*For questions 19-20, be advised that the NCG02 General Permit limits the discharge volume of total combined
wastewaters to 50 percent of the receiving water in -stream flow under 7010 conditions in HOW waters (PNA and
SA waters are considered HOW by definition). You may be required to contact USGS to obtain a 7010 flow.
22) Will this mine site discharge wastewater or stormwater to impaired waters, or to waters with an
approved "Total Maximum Daily Load" (TMDL)?
To find impaired waters, please see the "Impaired Waters" map on the "MAPS" tab on
http:llportal.ncdenr.org/web/wq.
To find approved TMDLs in North Carolina, please see DWR's Water Planning Section website:
http:llportal.ncdenr.org/web/wq/ps/mtu/tmdl/tmdls.
R No
❑ Yes, these waters are impaired for (list pollutants):
❑ Yes, these waters have a TMDL for (list pollutants):
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y
NCG020000 N.O.I.
23) List discharge points (outfalls) that convey discharge from the mine 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. Include proposed maximum daily flow rate for each wastewater outfall.
You must show all discharge points clearly on the submitted site plan. Be advised
that NCDEQ may require you to apply for an individual permit, based on proposed
discharge rates and receiving stream conditions (low flows, impairments, etc.)
Stormwater
Stormwater Outfall No.
Latitude (deg reeslminuteslseconds or decimal degrees):
N
Longitude (deg reeslminuteslseconds or decimal degrees):
W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degreeslminuteslseconds or decimal degrees):
W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Stormwater Outfall No.
Latitude (deg reeslminuteslseconds or decimal degrees):
N
Longitude (deg reeslminuteslseconds or decimal degrees):
W
Stormwater Outfall No.
Latitude (degreeslminuteslseconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Mine Dewatering
Mine Dewatering (Wastewater) Outfall No. 1
Proposed maximum flow rate: 0.024 mgrf
Latitude (degrees/minutes/seconds or decimal degrees): 36.162970 deg
N
Longitude (degrees/minutes/seconds or decimal degrees):-75.838312 deg
W
Mine Dewatering (Wastewater) Outfall No.
Proposed maximum flow rate:
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Process Wastewater
Process Wastewater Outfall No. Wastewater Description:
Proposed maximum flow rate:
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Process Wastewater Outfall No. Wastewater Description:
Proposed maximum flow rate:
Latitude (degreeslminuteslseconds or decimal degrees): N
Longitude (degrees/minutes/seconds or decimal degrees): W
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NCG020000 N.O.I.
24) Help us understand what will happen to the dewatering water at this mine site:
❑ NIA — this mine is not dewatering at all and will not dewater in the future.
a) Will this mine be dewatering and discharging to waters of the state? (Answer only if dewatering)
❑ No
® Yes If yes, where to? ® Surface Waters and/or Wetlands (on -site or off -site)
❑ Other (on -site or off -site) Describe:
b) Will this mine be dewatering but not discharging to waters of the state? (Answer only if dewatering)
® No
❑ Yes If yes, explain how you are dewatering, and where that water will be directed:
25) Are there wetlands or surface waters within 400' of the mine pit perimeter?
❑ No
M Yes If yes, what distance are they from the mine pit perimeter? Z. feet.
26) Will mining operations require dewatering near wetlands or other waterbodies, and will dewatering
potentially impact any wetlands or other waterbodies?
❑ No, dewatering will not occur near (within 400') of wetlands or other waterbodies (e.g., streams, lake, etc.)
® Yes, dewatering will be near wetlands or other waterbodies
Wetlands must be CLEARLY DELINEATED on the site plan. Mine dewatering activities that
have the potential to drain wetlands or otherwise impact surface water or groundwater MUST develop and
implement a Pumping Operation and Monitoring (POM) Plan that has been approved by the
Department.
For sites that may drain wetlands — approval of a POM Plan may be required prior to coverage under
this permit. The POM Plan should be submitted to the appropriate Regional Office and in all cases must be
approved prior to operation.
The plan shall include, but is not limited to: (1) Groundwater monitoring strategies to demonstrate the effect of
pumping and to establish any pumping regime necessary to reduce impacts, and (2) Detailed plans to maintain
surrounding hydrology and respective monitoring to demonstrate compliance. See checklist at the end of the
application. Contact the Regional Office for questions specific to your mine.
27) Have you been required to obtain 4041401 Certification permits?
❑x N o
❑ Yes If yes, please briefly describe below (include information such a required mitigation, BMPs,
setbacks, and/or O&M plans for on or off -site wetlands or other pertinent information). Attach other sheets as
necessary:
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NCG020000 N.O.I.
28) Have you been required to obtain a wetland delineation certified by the US Army Corps of Engineers?
© No ❑ Yes If yes, please attach to application submission.
Stormwater BMPs and Vehicle Maintenance:
29) Does this facility employ best management practices for stormwater control?
M No ❑ Yes If yes, please briefly describe:
30) Does this facility have a Stormwater Pollution Prevention Plan?
IN No ❑ Yes If yes, when was it implemented?
31) Are vehicle maintenance activities (VMA) occurring or planned at this mine site?
R No El Yes, If yes, will VMA area runoff discharge into the wastewater treatment system(s)?
❑ No, VMA runoff will discharge separately through a stormwater outfall
❑ Yes, VMA runoff will drain back to the mine pit or other wastewater system
Wastewater Treatment Facilities:
32) Will mine dewatering occur? (Yes, we are asking about: dewatering again.)
❑ No
❑X Yes If yes, will the mine discharge this water? Ditch to Betsy's Creek to Currituck Sound
33) Will this facility wash mined materials?
® No
❑ Yes If yes, will the mine discharge this water?
34) Will discharges of process wastewater treatment systems occur (including possible recycle system
overflows)?
M No
❑ Yes If yes, describe what kind of systems:
35) Will this facility employ chemical additives to flocculate suspended solids?
M No
❑ Yes If yes, provide the name, manufacturer, and the quantity of average daily usage of the chemical
additive (if known):
Note: Please see our website for a list of evaluated poiyacrylamide (PAMS) products for use in North
Carolina: http:llportal.ncdenr.org/web/Ir/construction-stormwater
36) Will any of the wastewater treatment facilities at this mine overflow onto during rainfall events that
exceed the 10-yr, 24-hr rainfall event?
❑ Yes If yes, which treatment systems are those?
❑x No, all wastewater treatment facilities will discharge more frequently (i.e., during smaller rain events)
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NCG020000 N.O.I.
37) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
❑ No
0 Yes Flood zone AE
n 38) A wastewater treatment alternatives review is required by 15A NCAC 2H.0105 (c)(2)
4r for any new or expanding water pollution control facility discharges in North Carolina. You may
attach additional sheets. List the types of wastewater this mine site will discharge:
® Mine Dewatering
❑ Process Wastewater (such as washing or recycle system overflows, other mining activity wastewater)
a) What wastewaters were considered for this alternatives review? ❑ Dewatering ❑ Process WW
b) Connection to a Municipal or Regional Sewer Collection System:
i) Are there existing sewer lines within a one -mile radius? ..................................... ❑ Yes 0 No
(1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater? .... ❑ Yes ❑ No
(a) If No, please attach a letter documenting that the WWTP will not accept the wastewater.
(b) If Yes, is it feasible to connect to the WWTP? Why or why not?*
c) Closed -loop Recycle System (meets design requirements of 15A NCAC 2T .1000):
i) Are you already proposing a closed -loop recycle system (CLRS)? ......................... ❑ Yes x❑ No
(1) If Yes, for what type of wastewater at this mine site? ❑ Dewatering ❑ Process WW
(2) If No, is this option technologically feasible (possible)? Why or why not?*
Would require dredge, not available no room not cost effective.
(3) If No, is it otherwise feasible to build a CLRS at this site? Why or why not?*
Would require dredge, not available, no room, not cost effective.
(4) What is the feasibility of building a CLRS compared to direct surface water discharge?*
d) Surface or Subsurface Disposal System (e.g., spray irrigation):
i) Is a surface or subsurface disposal technologically feasible (possible)? ..................... ❑ Yes ❑x Nc
Why or Why not?* Would not be able to remove enough water from pit to be useful.
ii) Is a surface or subsurface disposal system otherwise feasible to implement?* ............ ❑ Yes ❑x No
Why or Why not? * Would require agreement with adjacent,farm operation.
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NCG020000 N.O.I.
iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct
discharge to surface waters?*
None, not cost effective.
e) Direct Discharge to Surface Waters: Is discharge to surface waters the most environmentally sound
alternative of all reasonably cost-effective options for the wastewaters being considered?*
0 Yes ❑ No
f) If this review included all wastewater discharge types, would excluding some types (e.g. mine
dewatering) make any of the above non -discharge options feasible for some of the wastewaters?
❑ Yes ❑x No
* Feasibility should take into account initial and recurring costs. You may be asked to provide
further information to support your answers to these questions after the initial review.
Other:
39) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
I] No ❑ Yes
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?
191 No ❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport 1 disposal vendor:
Vendor address:
40) Is your facility providing appropriate secondary containment for bulk storage of liquid materials? (See
permit text for secondary containment requirements.)
® No
❑ Yes
41) Does your site have an active landfill within the mining permit boundary?
❑x No
❑ Yes If yes, specify type: ❑ LCID (Land Clearing and Inert Debris) ❑ Other:
Page 9 of U
SWU-NCG02-NOI Last revised 9/10/2015

NCG020000 N.O.I.
Final Checklist:
� OILi This application will be returned as incomplete unless all of the following items have been included and
initialed for. Please show that the following required information has been included by initialing in each
space below.
Fee of $100 made payable to NCDEQ.
l Completed application and all supporting documents.
1<f- Copy of the valid approved mining permit (MP) for the facility or indication of MP application status.
K2__ Copy of a county map or other general location map that shows the mining site and nearest major roads.
tcF Copy of USGS topographic map showing the mining site and surrounding areas, or other map that clearly
shows site location in relation to nearby streams, wetlands, and other waters, etc.
2 copies of large-scale (minimum 24" x 36") site plan with topographical lines with
all outfalls, applicable buffers and wetlands clearly delineated, receiving waters, and
100-year flood plain line if applicable.
A copy of your US Army Corps -approved wetland delineation if you marked "yes" to question 27 above.
A line drawing of the water flow through the facility or block flow diagram. A pictorial description of the
nature of any sources of water and any collection and treatment measures.
If mine site is in one of the 20 Coastal Counties:
• Applicant has checked with the appropriate regional office to verify the need for a Coastal State
Storm water permit. Indicate the Regional Office Contact: Thom Edgerton
.OR -
• Applicant has included a detailed list of impervious surface areas and percentages, sub -drainage
areas, and total drainage area.
If the mine is dewatering and near wetlands, or may otherwise impact surface waters or groundwater,
include the following and contact your local regional office about a Pumping Operation and
Monitoring (POM) Plan. An approved POM plan may be required prior to NCG02 issuance.
L,�f 2 copies of detailed Full Size Plans (at least 24" x 36") delineating areas on the
plans and listin_q acreage (including: wetlands, ditches, well -placements, pits,
borrow areas, overburden storage, stormwater controlslBMPs, vehicle
maintenance areas, settling basins, product process (such as screening,
stockpiles, waste piles), total drainage area, impervious surface percentages (if
state SW programs apply), applicable buffers, and access and/or haul roads).
Pump dewatering size and information on its specifications.
Well information (design, depths, maintenance).
r Physical monitoring for the wetlands areas.
1gV Settling pond sizing information, if applicable.
Level spreader design, if applicable.
Details about dewatering method.
Cone of influence calculations.
V Description of measures to prevent erosion and flooding.
Description and information about 401 /404 permits that have been obtained.
Copy of US Army Corps of Engineers wetland delineations or approved wetland delineation (if
applicable).
Le I have contacted my local regional office about a POM Plan.
Regional Office Contact: Thom Edgerton . Date contacted:
will not impact any nearby wetlands, surface waters, or groundwaters by dewatering.
Page 10 of 12
SWU-NCG02-NOI Last revised 9/10/2015

NCG020000 N.O.I.
Certification: North Carolina General Statute 143-215.6 b (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).
41) Signatory Requirements (per 40 CFR 122.22)
All applications, reports, or information submitted to the Director shall be signed and certified.
a. All notices of intent to be covered under this General Permit shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this permit, a responsible corporate officer means: (a) a president,
secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who performs similar
policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing production or operating facilities
employing more than 250 persons or having gross annual sales or expenditures exceeding 25 million (in second quarter 1980 dollars), if
authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official.
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 agree to abide by the following as a part of coverage under this General Permit:
1. 1 agree to abide by the approved Mining Permit for this mining activity. (A copy of the valid mining
permit must be attached to this request.)
2. 1 agree to not discharge any sanitary wastewater from this mining activity except under the
provisions of another NPDES permit specifically issued therefore.
3. 1 agree that bulk storage of petroleum products and other chemicals shall have adequate protection
so as to contain all spills on the site.
4. 1 agree that solid wastes will be disposed of in accordance with N.C. statutes and rules governing
solid waste disposal.
5. 1 agree that maintenance activities for vehicles and heavy equipment will be performed so as to not
result in contamination of the surface or ground waters.
agree to abide by the provisions as listed above and recognize that the provisions are to be considered as
enforceable requirements of the General Permit.
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: Jamie Basnight Hatchell
Title:
Manager, HOM Development, LLC
�1 July 3, 2017
(Signat4re of Applicant) t) (Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to NCDEQ.
Page 11 of 12
SWU-NCG02-NOI Last revised 9/10/2015

NCG020000 N.O.I.
Mail the entire package to:
Stormwater Permitting 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 NPDES
NCG02 General Permit. Upon review of the submittal, the Division may
determine that coverage under an individual permit is more appropriate. Also be
advised that renewed and continued coverage under NCG02 may be dependent
upon the perinittee's compliance success and/or status of the receiving waters.
For questions, please contact the DEMLR/Land Quality Section Regional Office for your area.
DEMLR/Land Quality Section 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 .........(919)
707-9220
Page 12 of 12
5WU-NCG02-NOI Last revised 9/10/2015

`~ t21059
110M,DEV_ELOPMENT LLC
1002 DRIFTWOOD DR --
MANTEO, NC 27964-9349
DATE--.:. 66 258/ 1
PAY
TO THE �� _ 04 •_
ORDER OF.�I�I-�f 0j-L- 7ia
_ SoutheMBank jf
..IMantea - -
FOR
1

OPERATION AND MAINTENANCE PLAN
SAND MINE DEWATERING AND WATER LEVEL CONTROL STRUCTURE
Operator: HOM Development, LLC, 1002 Driftwood Drive, Manteo, NC 27954
Job Location: Bayview Sand Mine, S. Bayview Road, Powells Point, NC 27966
County: Currituck County
Prepared by: Ken Elliott, consulting
Date: December 4, 2017
This plan defines responsibilities for operating, inspecting, and maintaining equipment and structures
used for constructing and dewatering the Bayview Sand Mine safely, and that dewatering will not
degrade or negatively impact any wetlands or waters of the state.
Description and Operation of the Bayview Sand Mine:
The Bayview Sand Mine is a proposed 5.04-acre sand mine excavation operated by HOM Development,
LLC, Jamie Basnight Hatchell, operator, in a 22.63-acre permit area located off S. Bayview Road, Powells
Point, NC, in Currituck County. The permit area is on high sandy land and is currently a cultivated farm
field owned by Atlantic OBX, Inc, At this time HOM Development is applying for a mining permit with
the NCDEQ Division of Energy, Mineral and Land Resources to construct the sand mine and begin
operation in January 2018. HOM Development is also applying for a Use Permit from the Currituck
County Planning Department for construction of this mine.
Sand Mine Dewatering:
It will be necessary to dewater the excavation as it is being excavated to allow the excavating equipment
to enter the excavated area and safely and efficiently remove the sand from the pond bottom. This will
allow for full depth excavation and proper reclamation of the edges of the pond. It is the intention of
HOM Development to only dewater the excavations as needed, which will not entail full-time
dewatering.
For excavation purposes, dewatering will occur roughly every 30 days which will allow excavating
equipment to remove approximately 150 loads of sand up to ground level where it will be stockpiled for
later use. When the stockpile is depleted from usage, the excavation area will again be dewatered, and
another quantity of sand will be excavated.
The operator plans to construct a 0.50-acre above -ground sedimentation pond located 30 feet north
main excavation area. The 6-ft tall berm around the pond will have exterior 3:1 slopes with full
groundcover installed, and interior 2:1 slopes. Excavation of the main 5.04-acre pond will begin
approximately 30 feet from the sediment pond. The edge of the sediment pond excavation and main
excavation will be 75 feet from the nearest wetland swamp. Use of the sediment pond will forcibly
hydrate the nearby wetlands located west of the sediment pond and excavation, and will minimize
dehydration of the swampy land.

The operator will install an 8-inch dewatering pump between the 2 ponds at the north end of the main
excavation. Discharge from the dewatering pump will enter the sediment pond on its northeast end,
and there will be a constructed water height control device (see attached diagram) discharge point
located on the west end of the sediment pond. The discharge point will release clear water to a 25-foot-
long riprap-protected ditch, leading 25 feet to an existing field irrigation and drainage ditch (non -blue -
line stream), then 0.25 miles by ditch to the Betsy's Creek wetlands and swamp, then 0.3 mile to
Currituck Sound.
Water will be pumped from the main pond to the sediment pond by the 8in gasoline -powered transfer
pump operating at idle speed. Estimated maximum flow from the pump will be 2,000 gallons/hour,
operating 12 hours per day, 0.024 mgd. it is the intention of the operator to drop the water level in the
main pond approximately 20 - 25 feet below normal ground level when needed.
The overflow from the sediment pond will be controlled by a water height control device constructed in
the northeast corner of the sediment pond. This control structure will allow water to flow through the
baffle into a 25ft long x 15" wide buried PVC pipe leading northeast 25 feet to a Eft wide drainage ditch
running north and east through a field drainage ditch, then to Currituck Sound. For erosion control, the
overflow water will exit the water height control discharge pipe onto a 20ft long riprap-lined apron in
the ditch.
Time and distance will allow all sedimentation to occur to acceptable levels before the overflow water
reaches outfall and then the waters of the State. Water will have to travel a minimum of 270 feet to
reach the overflow point which will give enough surface area to allow sufficient sedimentation to occur.
There will be a minimum 1.5 feet of freeboard between the water surface in the sediment pond and the
top of the sediment pond bank. Stormwater drainage will be unable to enter the sediment area and
damage the sediment pond rates, due to the height of the surrounding sediment pond berm.
Sedimentation and Erosion Control
There is wetland swamp north and east of the proposed excavation, located 75 feet from the excavation
edge, running parallel to the north and east permit area boundary. The operator will establish a 50-ft
wide undisturbed buffer (no disturbance of any kind) as a visual screen of existing woodland which is
part of the Currituck County required property line setback. This buffer will be adjacent to, and inside
of, the permit boundary. This buffer will be maintained by the operator as grass and pine tree ground
cover.
In addition, there will be a 25ft unexcavated buffer (may contain roadways, stockpiles, and sediment &
erosion control devices) around the entire excavation area, between the excavation and the
undisturbed buffer.
Sediment pond overflow will drain into an operator -maintained Eft wide feeder ditch that leads 25 feet
to a field irrigation and drainage ditch, then 0.25 miles to the Pasquotank River. Overflow into the

feeder ditch will be stabilized by riprap installed in the feeder ditch at the overflow (see diagram) to
prevent erosion of the ditch.
All erosion and sedimentation will remain inside of the permit area. The operator will construct and
maintain an 10ft wide x 2ft tall grass -covered sand berm around the perimeter of the current affected
area of the excavation during all phases of operation. During mining operations and dewatering, most
of the water leaving the excavation will remain inside of the permit area and will only overflow through
the sediment pond occasionally. The sediment pond will be approximately 5 feet deep, and there is a
sand layer below the bottom of the area. The porosity of the soil under the sediment pond will allow
most of the water pumped into the pond from dewatering to seep back into the ground naturally. Any
excess water overflowing from the sediment pond will flow downstream 0.5 miles to Betsy's Creek and
Currituck Sound.
Maintaining the Sediment Pond Overflow Control Structure, Settlement Pond and Ditches
Inspections and maintenance are required to obtain the intended function of safely dewatering the sand
mine, and to maintain the life of any adjacent wetlands or waters of the State. Items to inspect and
maintain during the anticipated 10-year life of the mine dewatering permit are:
• Inspect the water control structures regularly, especially following heavy rains and runoff, or
during periods of operation of the structure.
• Remove accumulated debris from the overflow control structure,
• Inspect the structure for excessive settlement or seepage.
• Inspect all components of the structure, including appurtenances, and repair or replace any
damaged items as needed.
• Inspect embankments, berms and appurtenant structures, and repair as needed.
• Repair any damage to vegetated areas or berms with compacted earth fill, reshaping, sodding,
reseeding and mulching as needed.
• Inspect riprap outlet stabilization structures in ditches regularly, replace dislodged rock as
necessary.
• Promptly repair all leaks in delivery facilities by replacing valves, fittings, gaskets, and worn or
damaged parts.
• Maintain all screens, filters, valves, timers and other electrical and mechanical equipment in
good operating condition, following manufacturer's recommendations
Monitoring the Process and Effects of Dewatering
Analytical and qualitative monitoring of mine dewatering wastewater will be in accordance with the
NCG020000 permit, as follows:
• All ponds in the Bayview Sand Mine permit area will be inspected daily by the operator to
identify any abnormal conditions.

• All berms and erosion control and sedimentation control structures will be inspected for
damages monthly and within 24 hours after every storm event greater than 1.5 inches, and all
structures will be repaired immediately.
• Special inspections will be conducted immediately following severe storms, vandalism, and
other significant events.
• Dewatering process will be inspected daily during periods of dewatering the excavation.
• Overflow of wastewater process will be inspected daily during periods of dewatering the
excavation.
• Outflow of dewatering wastewater will be monitored quarterly at the.overflow exit stabilization
structure for pH, settleable solids, turbidity, and total flow. Samples will be collected and tested
onsite for pH, and the remainder will be tested for the remaining parameters by a North
Carolina certified lab.
• Rain gauge data will be collected by monitoring rain gauge data monthly and after each rain
event.
Records
Data will be collected as follows:
• Data will be collected from samples taken from the'wastewater point source discharge in
operation at the time.
• Point source discharge data: data from the site taken quarterly, date & time, general weather
conditions, pH of sample, status of process at point source, inlet or outlet, other DWQ required
data.
• Visual monitoring of adjacent wetlands and farmland for potential dehydration during mining or
dewatering activities will take place weekly. Solutions to any degradation caused by any mining
activity will include alteration of dewatering process. DWQ will be consulted as needed;
alterations to process will be recorded.
• Elliott Consulting will maintain the following records in a permanent file at the Elliott Consulting
office at PO Box 112, 202 Elliott Road, Aydlett, NC 27916: a record of all significant actions
taken; as -built drawings; permits; analytical results from sampling; and related material. Copies
of all inspections, monitoring reports and lab analyses shall be provided to NCDWQ on a regular
basis and as requested.
BMP Conditions
• The permittee will utilize best management practices to ensure that dewatering the Bayview
Sand Mine will not degrade or negatively impact any wetlands or waters of the State. BMP's will
include:
o Sediment pond outlet structure with flashboard riser located at edge of pond for ease of
maintenance

o All berms and erosion control and sedimentation control structures will be inspected for
damages monthly and within 24 hours after every storm event greater than 1.5 inches,
and all structures will be repaired immediately.
o Sediment pond outlet ditch will have rock lining or riprap stone layer to prevent erosion,
scour or sloughing of embankment
• The permittee shall obtain authorization from the Director of the NCDEMLR and the Stormwater
Program chief prior to utilizing any chemical flocculants at Robert White Sand Mine.
Signed,
Ken Elliott
for Bayview Sand Company, LLC, Jamie Basnight Hatchell, Manager
December 4, 2017

SAND BERM
WITH GRASS COVER
ABOVEGROUND, 36' W x 6' T,
SEDIMENT POND CONSTRUCTION DETAIL
BAYVIEW SAND MINE
POWELLS POINT, NC
CURRITUCK COUNTY HALF -PIPE FLASH BOARD RISER
WATER HEIGHT CONTROL
DEVICE
_ _ _NORMAL WATER LEVEL -4.5' ""11
SAND BERM
WITH GRASS COVER
INTERIOR POND DLMENSIONSe`
1 165' X 355' € •1
2 0.50 ACRES NORMAL GROUND LEVEL
DIAGRAM BY ELLIOTT CONSULTING
NOV 3. 2017
N.T.S.
LINED

Discharge Outfall Outlet Protection: Construction Details
Practice Standards and Specifications 6.41, 6.31, 6.15
Bayview Sand Mine
Powells Point, NC
Currituck County
6.41 Outlet Stabilization Structure
6.31 Riprap and Paved Channels
6.15 Riprap
Pipe Outlet to Well-defined
Channel
�',=;•: -
Filter
b?ar.kel
Trapezoidal Riprap Channel
Desgrr io❑ width , .
I;_ Design depth 1T'lit',=u
H G
? li ry _;i,:_.ru,r i1 r_Jlilt�holr_.. 4,illzi`
Fitter layer, gravel
or tabric
Riprap lined apron located at end of mine dewatering overflow pipes (3) to prevent scour and
undermining in existing ditch, and to absorb the impact of the water flow and reduce the velocity to
non -erosive levels, before flow reaches wetlands.
Riprap Apron Size: Overflow pipe discharges directly into well-defined channel. The apron will extend
across the channel bottom and up the channel banks to the top of the bank. Length of apron will be 20-
feet downstream to maintain velocity control of maximum 2.0 feet per second.
Grade: Apron will have zero grade and no overfill at end of apron.
Alignment: Apron will be straight throughout entire length if possible. If curve is necessary to align the
apron with the receiving channel, the curve will be located in the upstream section of the riprap.
Materials: Riprap will consist of a well graded mixture of NCDOT Class A (2" to 6") stone or slag.
Thickness: Minimum thickness of riprap will be 1.5 times the maximum stone diameter.

Filter: Operator plans to install a layer of heavy duty silt fence filter cloth between the riprap and the
underlying soil to prevent soil movement into or through the riprap. Filter cloth will extend to the top of
both channel banks, and edges will overlap 12 inches. Upstream end will be buried 12 inches and
downstream end will be buried if necessary.
Maintenance: inspect riprap outlet structures weekly and after significant rainfall events to see if any
erosion around or below the riprap has taken place, or if stones have become dislodged. Repair all
damage immediately. Maintain all vegetation adjacent to the channel in healthy condition to prevent
scour or erosion during out -of -bank flow. Control weeds and brush growing in the riprap by cutting.
Ken Elliott, consulting
December 3, 2017

Water Height Control: Construction Details
Half -pipe Water Level Control with Flash Board Risers
NRCS Code 587
Bayview Sand Mine
Powells Point, NC
Curriituck County
icy spillway
ripimp
DESCRIPTION
riser
embankment
rmi
�. •s�• �r s
ms�'
„�
�-"
sediment fDmbay
A structure in a water management system that conveys water, controls the direction or rate of flow, maintains a desired
water surface elevation or measures water. Water height control structure is standard structure used by agricultural and
horticultural farms in North Carolina to raise or lower water height in ditches and ponds per need (NRCS). Water height
control structure to be installed in the north berm of the sedimentation pond at the Beyview Sand Mine. Overflow to be
directed down stabilized ditch to nearby Betsy's Creek, eventual outflow to Currituck Sound.

PURPOSE
To convey water from one elevation to a lower elevation within, to, or from a water conveyance system, such as a ditch,
channel, canal, or pipeline designed to operate under open channel conditions. Typical structures: drops, chutes,
turnouts, surface water inlets, head gates, pump boxes, and stilling basins (NRCS). This water management system will
be used to maintain a maximum water surface elevation in the sedimentation pond at the Bayview Sand Mine.
Sedimentation pond is a part of the dewatering management system of the Bayview Sand Mine, used to remove
settleable matter and turbidity from mine dewatering wastewater.
CONSTRUCTION
Structure consists of 26' x 3' horizontal galvanized steel culvert running under the sedimentation pond berm. A vertical 6'
half pipe 52" x 30" is attached on the north end of the culvert with stacked flash boards allowing adjustable height of the
water level in the sedimentation pond. Water flows over the flash boards and into the discharge pipe and down the rip -rap
stabilized ditch.
Overflow ditch is lined with riprap for 20 feet down its length. Existing slopes adjacent to the culvert are heavily grassed
with natural grass and weeds with no erosion present.
MAINTENANCE
Structures will be checked and necessary maintenance, including removal of debris, shall be performed after major
storms and at least semi-annually.
Ken Elliott, consulting
December 3

Berm Construction Details
Bayview Sand Mine
Powells Point, INC
Currituck County
Narrow -based berm
The narrow -based berm is the most common berm having a top of 2 feet (0.6 m) and side slopes of two
horizontal: 1 vertical. This berm is the most economical to build as it requires the least material. The
steep side slopes of this type of berm eliminate the possibility of working on it with farm machinery.
3
• i
4' 2`
2.
f
NEW BERM Exf5T(NG5
GRADE
Berm Construction
The berm construction comprises of the scraping back of the topsoil from the area where the berm and
storage basin is to be built. A subsoil material, free of stones, rubble, stumps etc. and with at least 10%
clay should be used to construct the berm. The material for the berm may be obtained from the area
behind or in front of the berm location or moved from a borrow pit located elsewhere on the farm. An
earth mover will be required to move material from a pit located a distance away while a bulldozer
would be used if material is located in the berm area.
The berm material is to be placed in layers and compacted as each layer is added. After the berm has a
final shape the sides of the berm should also be compacted.
Emergency Overflow
To provide for larger -than designed peak flows, an overflow system is used, namely:
"The level -top vegetated berm crest" which provides for very flat berm top so that the water will
overflow along the berm length in a thin layer so as not to create erosion problems.
Ken Elliott, consulting
December 3, 2017

Sediment Pond Sand Berm with Overflow Rock Baffle / Weir
Practice Standards and Specifications 6.87 — Check Dam with Weir
Bayview Sand Mine
Powells Point, NC
Currituck County
c ROCI BAFFLE
;AND1EAU ►x FIPRAPdSt1ALLERGF-Wel ]FTXEFT
OL ND LEVE! i *� IFTSJ4!iD l Efiit GROUNO LEVEI
Definition: Small stone dam structure with a weir outlet with sediment storage area on the upper side, installed in sand
berm.
Purpose: To reduce erosion in overflow drainage outlet during major rainstorms by reducing velocity of flow, and
provide sediment control.
Siting: To be placed at lower end of sand mine disturbed area perimeter berm (8ft x 3ft sand berm).
Aggregate Size: NC DOT Class B stone lined with NC DOT #5 or #57 stone on upper side.
Construction Specifications: Keep center stone section 6 inches below top of sand berm. Place sediment control stone
minimum 1ft thick on upstream side of berm at weir. Provide 9ft long stone apron on lower side of berm to flush with
surrounding grade.
Maintenance: Inspect check dams weekly and after significant rainfall and repair immediately if needed. Clean out
limbs, sediment and other debris that could dog the weir. Add stones to check dam to maintain correct height.
Maintain vegetative ground cover on berm, repair berm erosion as needed.
Ken Elliott, consulting
December 3, 2017

Temporary Stream Crossing Construction Details:
Practice Standards and Specifications 6.70
Bayview Sand Mine
Powells Point, INC
Currituck County
tic i
X57 ,A
5tre—chw l
Nct'9'Y Ut ;r It, C"�v ' :+� - harK;;'I tine
wzs�.a�s sores -
\y
dm�n�.1r of P„x� :a SY
,vh�cce.+ra- is yr vl u
f'v3txr'. �aih
Definition and purpose: A temporary structure installed across a stream or watercourse for short-term
use by construction vehicles or heavy equipment. Its purpose is to provide a means for vehicles to cross
streams without moving sediment into streams, damaging the streambed, or causing flooding.
Design considerations: 12ft wide sand access road through pocosin wetlands at Eure Sand Mine will
have single culvert installed every 200 feet to provide positive continuity of water flow through
wetlands. Bottom of culvert will be installed minimum 20% below natural roadbed height. Remainder
of access road will remain at natural ground level for sheet -flow overflow of rainfall.
Maintenance: Inspect stream crossings periodically and after major storms to check for channel
blockage, erosion of abutments, channel degradation, riprap displacement, slope failure, and piping.
Make all needed repairs immediately to prevent further damage to the installation.
Ken Elliott, consulting
December 3, 2017

Temporary Gravel Construction Entrance / Exit Details
Practice Standards and Specifications 6.06
Bayview Sand Mine
Powells Point, NC
Currituck County
Figure 6.06o Gravq: entraimioxit knrras udimni from Leaving thn oonstmu an vie (moditioci from va SWGC).
Graveled pad located at entrance to access roads at Bayview Sand Mine, where traffic moves directly
onto SR 1118 S. Bayview Road.
Thickness: 6 inches minimum
Width: 15-feet
Length: 50-feet minimum per diagram above.
Aggregate Size: 2 — 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.
r s-
Ken Elliott, consulting
December 3, 2017

Sediment Fence (Silt Fence) Construction Details:
Practice Standards and Specifications 6.62
Bayview Sand Mine
Powells Point, NC
Currituck County
t H.
"V"
�
1
-
Pvt.
Ir
�/
til ..
._✓'^•III"'`
1.
'k.'*
_
1
70
:MIX
ejw,ns
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 access road when crossing a blue -line stream.
Crossing is existing with 24-in cement culvert. 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
December 3, 2017

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13AYVIEW SAND MINE
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POWEUs POINT, NC 27966 \
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CURRITUGK COUNTY 5
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LANpOWNERt ATLANTIC OB%, INC. f
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OPERATOR: HOM DEVELOPMENT, LLO
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MANTEL, NC 27954
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CONTOUR MAP
BAYVIEW SAND MINE
OFF S. BAYVIEW ROAD
POWELLS POINT, NC 27966
CURRITUCK COUNTY
LANDOWNER: ATLANTIC OBX, INC.
PO BOX 2560, KITTY HAWK, NC 27949
OPERATOR:
1002 DRIFTWOOD DEVELOPMENT, LLC
TWOOD LANE
MANTEO, NC 27954
MAP BY ELLIOTT CONSULTING
DECEMBER 4, 2017
NOTE: THIS MAP IS NOT A CERTIFIED
SURVEYAND HAS NOT BEEN REVIEWED
zRNMENTAGENCY
EY A LOCAL G
CO PL ANCOE VE WITH ANY APPLICABLE R
LAND DEVELOPMENT REGULATIONS.
600
300 ft

„Sl
STREET MAP
BAYVIEW SAND MINE
OFF S. BAYVIEW ROAD
POWELLS POINT, NC 27966
CURRITUCK COUNTY
LANDOWNER: ATLANTIC 0SX, INC.
PO BOX2560, KITTY HAWK, NC 279Q
OPERATOR: HOM DEVELOPMENT, LLC
1002 DRIFTWOOD LANE
MANTEO. NC 27954
MAP BY ELLIOTT CONSULTING
DECEMBER 4, 2017
ti-10 1% �� •"z Cr i CURRITUCK SOUND
n a 06
INK
NORTH RIVER POO
# u
BAYVIEW SAND MINE
MAIN PERMITAREA
ENTRANCE
If �p
IL
of
RA -a_ f1 {V,. -

CREEK
TOPOGRAPHICAL MAP
SAYVIEW SAND MINE
OFFS. BAYVIEW ROAD
POWELLS POINT. NC 279M
CURRITUCK COUNTY
LANDOWNER. ATLANTIC OBX. INC
PO BOX 25W, KITTY HAWK, NC 27949
OPERATOR-HOM DEVELOPMENT, LLC
1002 DRIFTWOOD LANE
MANTEO. NC 27954
SCALE 125,000
MAP BY ELLIOTT CONSULTING
DECEMBER 4, 2017
Tidal
rial
IAYVIEW SAND MINE
MAIN PERMIT AREA
mkt bhgg
CURRITUCK SOUND

MINE MAP EAST
BAYVIEW SAND MINE
S. BAYVIEW ROAD
POWELLS POINT, NC
CURRITUCK COUNTY
OPERATOR:
HOM DEVELOPMENT, INC
MANTEO,NC
SCALE: 1IN = 150 FT
MAP BY ELLIOTT CONSULTING
NOVEMBER 24. 2017
SLOPE & BERM DETAIL
NOTE: THIS MAP IS NOT CERTIFIED
SURVEY AND HAS NOT BEEN REVIEWED
BY A LOCAL GOVERNMENT AGENCY FOR
QOMPLIANCE WITH ANY APPLICABLE
LAND DEVELOPMENT REGULATIONS.
OF WETLANDS A
I
WOODS
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woods m' �--=----• .•-�, .—. � .�, �
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r
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EXCAVATION EDGE
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UNDISTURBED BUFFER
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PROPERTY LINE BUFFER
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FULL GROWTH WOODLAND
SLAS FIELD BOUNDARY
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t t 1 1D'xrraERlu ��n nb3x3Nn,st ! SEDIMENT POND - 0.50 AC
INc � — - WETLANDS I i
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�.1rwrrBou ROAD - 1.04 AC
.--. NDARY • ell, ,� ACCESS
i "'r '�` OBxJ �..=� `--�- _ _ •_ UNEXCAVATED BUFFER 1.65 AC
1 woods NrFA oax;Mc-,�..,........_..
PROCESSING AREAS - 4,79 AC
�' •�- `—. `—'-�._.- ---..�..-- '-_' --' `1' -�. J �- 1..-- ,� { TOTAL AFFECTED - 16.62 AC
UNDISTURBED BUFFERS & AREAS - 6.01 AC
TOTAL PERMIT AREA - 22.63 AC
1 j
T N t f ` ISO Q 76 160 300
SLAB FIELD 9 SLAB FIELD + SILM FlIElLD j SLAS F;E,C
(IN FEET)
1 J I 1 Inch = 160 ft.
l i..• I f I 1 _

MINE MAP (WEST)
BAYVIEW SAND MINE
120 o so 120 240
OFF S. BAYVIEW ROAD
POWELLS POINT, NC 27968 I 1 f.`�
CUR RITUCK COUNTY �� {IN FEET}
11nCh = 120 R.
OWNER: ATLANTIC OBX, INC.
PO BOX 2560. KITTY HAWK, NC 2784J
OPERATOR: ROM DEVELOPMENT, LLC E rf
1002 DRIFTWOOD LANE jj l J'
MANTEO, NC 27954 j
I I j CULTIVATED .f- �
l FIELD _ CULTIVATED FIELD
MAP BY ELLIOTT CONSULTING 1 fr !7
NOVEMBER 3. 20'17 I PERMITTED jrJ fjrl
' I I SLAS FIELD / f�f + j PERM
SCALE: 11N = 120 FT r � � r / � f� SLAS FIELD
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ACREAGES
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EXCAVATION - - 5.04 AC CULTIVATED
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SEDIMENT POND - - 0.50 AC FIELD m 1 CULTIVATED f LL
BERMS A STOCKPILES - - 310 AC f g I FIELD f
ACCESS ROAD--1.04AC
I ! Nrt PERMITTED
PROCESSING AREAS - - 4.79AC ATLANTC 08X.rNC j f II '' ROA
--1.65AC �fi1E
UNEXCAVATED BUFFERS
TOTAL AFFECTED -16.62 AC f
UNDISTURBED AREAS --6.01 AC
PERMIT AREA - 22.03 AC I I I
I �
NOTE: THIS MAP IS NOT CERTIFIED
SURVEY AND HAS NOT BEEN REVIEWED IC
GOVERNMENT AGENCY FOR AnANrlcaBx.aNc 1 J r�DF �
BY A LOCAL I 1 J I CESg ROAD ' N O I�
COMPLIANCE WITH ANY APPLICABLE f - --gio
RMID pO�Q o�\ ` I�
LAND DEVELOPMENT REGULATIONS. Ix
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SLAS FIELD
SLAS FIELD !I \\
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RECLAMATION MAP
BAYVIEW SAND MINE
S. BAYVIEW ROAD
POWELLS POINT, NC
CURRITUCK COUNTY
OPERATOR:
HOM DEVELOPMENT, INC.
MANTEO,NC
SCALE: 1 IN = 150 FT
MAP BY ELLIOTT CONSULTING
NOVEMBER 24, 2017
SLOPE & BERM DETAIL
NOTE: THIS MAP IS NOT A CERTIFIED
SURVEY AND HAS NOT BEEN REVIEWED
BY A LOCAL GOVERNMENT AGENCY FOR
COMPLIANCE WITH ANY APPLICABLE
LAND DEVELOPMENT REGULATIONS.
,
,
,
WETLANDS
& WOODS /
/
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SLAS F!FLD SLAS FIELD
O
— _ — _ _ — — _ _ _MAP BRIAK LINE y _ — — — — _ _ — -
FORMER STOCKPILES B
PROCESSING AREA
PB - 32G'
SLAB FIELD
LEGEND
PERMIT BOUNDARY
EXCAVATION EDGE
% BERM
f UNEXCAVATED BUFFER - - -
�' UNDISTURBED BUFFER
PROPERTY LINE — —
PROPERTY LINE BUFFER —
TREE LINE -
FULL GROWTH WOODLAND
SLAS FIELD BOUNDARY
r �
I WETILANDS I rr
WOODS-------------------
r
y
ACREAGES
EXCAVATION - 5.04 AC
SEDIMENT POND - 0.50 AC
BERMS & STOCKPILES - 3.60 AC
ACCESS ROAD - 1.04 AC
— UNEXCAVATED BUFFER - 1.65 AC
PROCESSING AREAS - 4.79 AC
TOTAL AFFECTED - 16.62 AC
UNDISTURBED BUFFERS & AREAS - 6.01 AC
TOTAL PERMIT AREA - 22.63 AC
50 0 75 150 S00
SLAS FIELD SLAS FIELD
(IN FEET)
1 Inch = 160 tt.

DEC U 8 2017