NCG020875_COMPLETE FILE - HISTORICAL_20160219

1ql o
STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
w uc to o
DOC TYPE
L"HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ 070 O a)
YYYYM M D D

Alexander, Laura'" k rn�q�k
From: Alexander, Laura
Sent: Friday, February 19, 2016 10:48 AM
To: [e-mail]'
Subject: NCG020875 Stormwater Permit
Attachments: NCG020875 2016 invoice.pdf; NCG020875 2015 invoice.pdf
Good Morning,
For some reason, our computer system did not generate invoices for some of our permittees over the last several
years. We apologize for this inconvenience. I have attached the 2015 invoice and current invoice.
Please let me know if you have any questions.
Thank you,
Laura Alexander
Administrative Assistant
Stormwater Permitting Program
North Carolina Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality
919 807 6368 Office
919 807 6494 Fax
laura alexander(c�ncdenr.gov
512 North Salisbury Street
1612 Mail Service Center
Raleigh, North Carolina 27699
!''Nothing Compares
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

FMA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Wade Eason
Matthew Sand & Gravel, Inc.
P.O. Box 2151
Smithfield, NC 27577
Dear Mr. Eason:
Donald R. van der Vaart
Secretary
March 30, 2015
Subject: General Permit No. NCG020000
Matthews Pit #4
COC NCG020875
Johnson County
In accordance with your application for a discharge permit received on October 07, 2014, we are
forwarding herewith the subject certificate of coverage 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 after notice to the Division of
Energy, Mineral, and Land Resources. The Division may require modification or revocation and
reissuance of the certificate of coverage.
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 Raleigh Regional Office within 60 days of your receipt of this permit. Contact John Holley at the
Raleigh Regional Office at [phone] for more information about the approval process.
Division of Energy, Mineral and Land Resources
Energy Section - Geological Survey Section • Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • Telephone [phone] FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: http://portal.ncdenr.o[glweb/Ir/
An Equal Opportunity \ Affirmative Action Employer- 50% Recycled \ 10% Post Consumer Paper

NCG020875
Page 2 of 2
Please note that mine dewatering wastewater includes wet pit overflows caused solely by direct rainfall
and groundwater seepage for this type of mining operation. Any discharge of this water (and any
stormwater commingled with it) is subject to the effluent limitations in this permit.
Per the requirements of the Neuse Riparian Buffer Rule, all stormwater drainage to stream buffers, from
portions of this site that have been constructed after July 22, 1997, must be discharged through a correctly
designed level spreader or another device that meets diffuse flow requirements per 15A NCAC 2B .0233.
Diffuse flow requirements are described in Chapter 8 of the North Carolina Stormwater BMP Manual,
available at: http://portal.ncdenr.org/web/lr/bmp-manual.
Please note that the attached General Permit expires on June 1, 2015. Your COC will be automatically
renewed to cover the full 5 year term of the soon to be reissued permit. In the interim you must abide by
the terms of the expiring permit. You can review the proposed general permit changes once they are
posted at:
bttp:Hportal.ncdenr.org/web/wq/ws/su/current-notices
This permit does not affect the legal requirements to obtain other permits which may be required by the
Division of Energy, Mining, and Land Resources, or permits required by the Division of Water
Resources, Coastal Area Management Act, or any other federal or local governmental permit that may be
required.
If you have any questions concerning this permit, please contact Richard Riddle at telephone number
[phone].
Sincerely,
ORIGINAL SIGNED B1
KEN PICKLE
for Tracy E. Davis, P.E., CPM
cc: Raleigh Regional Office
Central Files
Stormwater Permitting Program Files
Division of Energy, Mineral and Land Resources
1612 Mail Service Center, Raleigh, NC 27699-1612 • Phone: [phone] • Fax: [phone]
Location: 512 N. Salisbury Street, Raleigh, NC 27604 • htto://portal.ncdenr.org/web/Ir/
An Equal Opportunity/Affirmative Action Employer

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. NCG020875
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,
Wade Eason
is hereby authorized to discharge stormwater and process wastewater and from a facility
located at
Matthews Pit #4
P.O. Box 2151
Smithfield
Johnson
to receiving waters designated as Swan Pond, a class C, NSW water in the Neuse River Basin, in
accordance with the effluent limitations, monitoring requirements, and other conditions set forth
in Parts I, II, III, and IV of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective March 30, 2015.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day March 30, 2015.
ORIGINAL SIGNED Bl
KEN PICKLE
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

Central Files: APS _ SWP _
3/30/2015
permit Ntumber NCG020875
Program Category
NPDES SW
Permit Type
Mining Activities Stormwater Discharge CDC
Primary Reviewer
larry.wadex
RECEIVED
Permit Tracking Slip
Status Project Type
In review New Project
Version Permit Classification
CDC
Permit Contact Affiliation
RECEIVED
Coastal SWRule
CENTRAL FILES
DWR SECTION MAR 3 0 2015
Permitted Flow
CENTRAL FILES
DWR SECTION
Facility
Facility Name
Major/Minor Region
Matthews Pit4
Minor Raleigh
Location Address
County
PO Box 2151
Johnston
Smithfield NC 27577
Owner
Facility Contact Affiliation
Wade Eason "
PO Box 2151
Smithfield NC 27577
Owner Name Owner Type
Matthew Sand & Gravel Inc r Non -Government
Owner Affiliation
Shane Eason
PO Box 2151
Dates/Events Smithfield NC 27577
Scheduled
Ong Issue App Received Draft Initiated Issuance
Public Notice Issue Effec�ti�v/q
Expiration
ton/2014
3/W 3/3rry
I
Regulated Activities
Requested /Received Events
Sand/gravel wastewater
RO staff report received
RO staff report requested
10/17/14
Outfall 1
Waterbody Name Streamindex Number Current Class Subbasin
Swan Pond 27-52-7 C;NSW 03-04-04
r

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Wade Eason
Matthew Sand & Gravel, Inc.
P.O. Box 2151
Smithfield, NC 27577
Dear Mr. Eason:
Donald R. van der Vaart
Secretary
March 30, 2015
Subject: General Permit No. NCG020000
Matthews Pit #4
COC NCG020875
Johnson County
In accordance with your application for a discharge permit received on October 07, 2014, we are
forwarding herewith the subject certificate of coverage 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 after notice to the Division of
Energy, Mineral, and Land Resources. The Division may require modification or revocation and
reissuance of the certificate of coverage.
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 Raleigh Regional Office within 60 days of your receipt of this permit. Contact John Holley at the
Raleigh Regional Office at [phone] for more information about the approval process.
Division of Energy, Mineral and Land Resources
Energy Section • Geological Survey Section • Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • Telephone [phone] / FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: http://portal.ncdenr.org/web/Ir/
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

NCG020875
Page 2 of 2
Please note that mine dewatering wastewater includes wet pit overflows caused solely v direct rainfall
and groundwater seepage for this type of mining operation. Any discharge of this water (and any
stormwater commingled with it) is subject to the effluent limitations in this permit.
Per the requirements of the Neuse Riparian Buffer Rule, all stormwater drainage to stream buffers, from
portions of this site that have been constructed after July 22, 1997, must be discharged through a correctly
designed level spreader or another device that meets diffuse flow requirements per 15A NCAC 2B .0233.
Diffuse flow requirements are described in Chapter 8 of the North Carolina Stormwater BMP Manual,
available at: http://portal.ncdenr.org/web/iribmp-manual.
Please note that the attached General Permit expires on June 1, 2015. Your COC will be automatically
renewed to cover the full 5 year term of the soon to be reissued permit. In the interim you must abide by
the terms of the expiring permit. You can review the proposed general permit changes once they are
posted at:
littp:Hportal.ncdenr.org/web/wg/ws/sti/curreiit-notices
This permit does not affect the legal requirements to obtain other permits which may be required by the
Division of Energy, Mining, and Land Resources, or permits required by the Division of Water
Resources, Coastal Area Management Act, or any other federal or local governmental permit that may be
required.
If you have any questions concerning this permit, please contact Richard Riddle at telephone number
[phone].
Sincerely,
for Tracy E. Davis, P.E., CPM
cc: Raleigh Regional Office
Central Files
Stormwater Permitting Program Files
Division of Energy, Mineral and Land Resources
1612 Mail Service Center, Raleigh, NC 27699-1612 • Phone: [phone] • Fax: [phone]
Location: 512 N. Salisbury Street, Raleigh, NC 27604 • http://portal.ncdenr.org/web/Ir/
An Equal Opportunity/Affirmative Action Employer

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. NCG020875
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,
Wade Eason
is hereby authorized to discharge stormwater and process wastewater and from a facility
located at
Matthews Pit #4
P.O. Box 2151
Smithfield
Johnson
to receiving waters designated as Swan Pond, a class C, NSW water in the Neuse River Basin, in
accordance with the effluent limitations, monitoring requirements, and other conditions set forth
in Parts I, II, III, and IV of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective March 30, 2015.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day March 30, 2015.
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

NCG020875
Map Scale 1:24,000
Matthew Sand & Gravel, Inc.
Matthews Pit #4
Latitude: 350 23' 38" N
Longitude: 780 IT 49" W
County: Johnson
Receiving Stream: Swan Pond
Stream Class: C, NSW
Index Number: 27-52-7 (Neuse River Basin)
Facility Location

©,�MA Division of Energy, Mineral and Land Resources /
Land Quality Section — Stormwater Permitting Program
NC®ENR National Pollutant Discharge Elimination System
NPrtH UnOUN• R�nrwevr O.
EM'nM�MCM. uiO NTAµ P[]WwC[S
NCG020000
NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG020000:
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code -14XX Mineral Mining Industry (except as specified below)
The following activities are also 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 at mining operations;
Overflow from facilities that recycle process wastewater; and/or RECEIVED
Mine dewatering (wastewater)
The following activities are specifically excluded from coverage under this General Permit: OCT 07 2014
• Stormwater discharges associated with peat mining, coal mining, and metal mining; DENR-L ND
• Stormwater discharges from mining operations which are intermixed on site with stormwater frgip@ QUALITY
operations and/or concrete operations; � t_R PERMITTING
Stormwater discharges associated with oil and gas extraction operations; and
• Stormwater discharges associated with tourist gem mines
• NCDOT borrow pits are covered under 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 (i.e., sand
dredging or dipping operations).
Please contact the NPDES Wastewater Point -Source Group for more information on coverage under this
permit.
Please print or tune all entries in this application form.
1) Mailing address of owner/operator (official address to which all permit correspondence will be mailed):
Legal Owner Name Matthew Sand & Gravel Inc
(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 Land Resources' Mining Permit.)
Signee's Name (as signed for in permit signature at bottom) Wade Eason
Street Address PO Box 2151
City Smithfield StateNC _ ZIP Code 27577
Telephone No. 919 934-9941 Email selcol(aembargmail.com _
Alternate Contact Name Shane Eason Email (if different)
Alternate Contact Telephone (if different)919-915-0890 _
Page 1 of 8
SWU•NCG02-NOI Last revised 624/14

�
r
�
i
t
r
�1�

NCG020000 N.O.I.
2) Location of facility producing discharge:
Facility Name Matthews Pit4
Facility Street AddressPO Box 2151
Facility City Smithfield StateNC _ ZIP Code 27577
Facility County Johnston
Facility Contact Wade Eason
Telephone No. 919-934-9941 Fax: [phone]
Contact E-mail selcol(cDembaromail.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). 1-95 south, take exit 90, head south south on US701
for +/-2,000', turn left on SR1009 (Devils Racetrack Rd), go +1-8.3 miles to the entrance on the left
4) Latitude 35' 23' 38" Longitude -78' 17' 49 " (degrees, minutes, seconds)
Permits:
5) This NPDES Permit Application applies to which of the following:
X New or Proposed Facility Date operation is to begin:ASAP
❑ Existing Date began mining:
8) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: 1 4 3 5
7) Provide a narrative description of the types of minerals mined at this facility: Sand
8) Is this mine an inactive mine site?
X No
❑ Yes If yes, do you posses an "Inactive Renewal' from DEMLR and notified the Regional Office
Stormwater Permitting Program (SPP) or have you certified to the SPP that the site has been
stabilized? ❑ No ❑ Yes
9) Does this facility already have a valid Mining Permit from the Division of Energy, Mineral and Land Resources
(DEMLR) [formerly DLR]?
X No If No, please indicate the status of the Mining Permit application: In Review
❑ Yes If yes, please provide the Mining Permit number: Please also provide a
copy of your DEMLR Mining Permit with this application.
10) Does this facility have any other NPDES permits?
X No
❑ Yes If yes, list the permit numbers for all current NPDES permits for this facility:
Page 2 of 8
SWU-NCG02-NOI Last revised 6/24114

� � r
�,,: _
i �
L
. ua
.. � .. ... � .
... �i
...
.. .. i
_.. �
.-r
.
.. ..
-
.�
'
_
i

NCG020000 N.O.I.
11) Are you applying for a mining permit in the same location as a previously permitted mine?
X No
❑ Yes If yes, specify permit number and name if known:
12) Does this facility have any Non -Discharge permits (ex: recycle permits)?
X No
❑ Yes If yes, list the permit numbers for all current Non -Discharge permits for this facility:
13) Does total area of this mine site include ready -mix and asphalt areas?
X No
❑ Yes If yes, do they have NPDES stormwater permits (if owned by the same company)? ❑ No ❑ Yes
(provide permit number 1
If not owned by the same company, who is the owner?
14) Will this mining operation precede development activities at this site?
X No
❑ Yes
15) Is this mine located within one of the 20 Coastal Counties and will it add more than 10,000 ft2 of impervious
surface?
X No
❑ Yes If yes, you may be required to apply for an additional state stormwater permit. Check with your
local Regional Office. See contact information and checklist below.
16) Is this mine located the Neuse, Tar -Pamlico, or Catawba River Basins, or the Randleman or Jordan
Water supply Watersheds?
❑ No
X Yes If yes, what size stream buffers are included on site? 50 ft. Please show buffers in site plans.
If yes, please include information and plans showing diffuse flow through buffers as required.
Dischar-ge Points, Receivina Waters & Wetlands:
17) 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 end up in? Swan Pond
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).
Receiving water classification (if known):C:NSW
Note: Discharge of industrial wastewater to receiving waters classified as WS-II to WS-V, or SA, must
be approved by the Div. of Water Resources, or Div. of Marine Fisheries. If DWR or DMF does
not approve, coverage under NCG020000 cannot be granted. No new discharges of wastewater
are permitted in receiving waters classified as WS4 or freshwater ORW. Wastewater
discharges to Saltwater ORW will not be approved under the NCG02 General Permit.
18) If your facility has wastewater discharges and they are to HWQ and/or PNA waters (Primary Nursery Areas)
waters, what is the proposed flow rate? N/A (See
hfto://www.ncdmf.net/maps/FNA maps/index.html,for map)
Page 3 of 8
SWU-NCG02-NOI Last revised 624/14

NCG020000 N.O.I.
19) Discharge Points:
Number of discharge points (ditches, pipes, channels, etc. that convey discharges from the property):
Onsite: Stormwater:2 Mine dewatering:/ _ Process Wastewater Overflow:/
Offsite: Stormwater: Mine dewatering: Process Wastewater Overflow:
Discharge points should be clearly marked on the submitted site plan.
Please provide short narrative description of discharges: Skimmer Basins 1&2 are for Stormwater.
The remaining Basin is for dewatering and process wastewater
See attached calculations and explanations
a) Is your mine dewatering and discharging? (Answer only if you are dewatering)
X No
❑ Yes If yes, where to? _Surface Waters and/or Wetlands (on -site or off -site)
_ Other (on -site or off -site) Describe:
b) Are you dewatering but not discharging? (Answer only if you are dewatering)
❑ No
X Yes If Yes, please explain how you are dewatering, and where that water will be directed:
Basins are designed to non -discharge stormwater control specs. See attached calculations
20) Will mining operations require dewatering near wetlands or impact any stream, groundwater, or wetlands?
❑ No
X Yes
Note: 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 (O&M) Plan that has been approved by the
Division.
For sites that may drain wetlands — approval of a Pumping O&M plan may be required prior to
coverage under this general permit. The Pumping O&M Plan should be submitted to the
appropriate Regional Office and 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 end of document. Contact your local Regional Office for questions specific to your mine.
21) If you are dewatering, are there wetlands or surface waters within 400' of the mine pit perimeter?
❑ No
X Yes If yes, what distance are they from the mine pit perimeter? 50 feet.
22) Have you been required to obtain a 404/401 Certification permits?
X No
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. -
Page 4 of 8
SWU-NCG02-NOI Last revised 6/24114

�
i
�
1
�
�. �.
sir
- .I: ..
i
..
� ..
�

NCG020000 N.O.I.
23) Have you been required to obtain a wetland delineation certified by the US Army Corps of Engineers?
❑ No X Yes If yes, please attach to application submission.
Stormwater BMPs:
24) Does this facility employ any best management practices for stormwater control?
❑ No X Yes If yes, please briefly describe: Basins, temporary diversion ditches and
Silt fence have been designed to handle the stormwater
25) Does this facility have a Stormwater Pollution Prevention Plan?
X No ❑ Yes
If yes, when was it implemented?One will be implemented once permit is recieved
26) Will vehicle maintenance activities occur at this facility?
X No ❑ Yes
Wastewater Treatment Facilities:
27) Will mine dewatering discharges occur?
❑ No
X Yes
28) Will discharges of overflows from process wastewater treatment systems occur?
❑ No
X Yes If yes,
a. Does this facility employ chemical additives to flocculate suspended solids? X No ❑ Yes
If yes, please state the name, manufacturer and the quantity of average daily usage of the chemical additive
Note: Please see our website for a list of evaluated polyacrylamide (PAMS) products for use in North Carolina:
http://portal.ncdenr.org/web/Ir/construction-stormwater
b. Does this facility overflow only during rainfall events exceeding the 10-yr, 24-hr rainfall event?
❑ No ❑ Yes
28) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
❑ No
X Yes
30) Is your facility washing mined materials?
❑ No
X Yes If Yes, are you discharging this water? In a dewatering pit, Not offsite
Page 5 of 8
SWU-NCG02-NOI Last revised 6/24114

NCG020000 N.O.I.
Other:
31) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
X No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
X No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
X No ❑ Yes
d) 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:
32) Is your facility providing appropriate secondary containment for bulk storage of liquid materials? See permit
text for secondary containment requirements.
X No
❑ Yes
33) Does your site have an active landfill within the mining permit boundary?
X No
❑ Yes If yes, specify type: ❑ LCID ❑ Other:
Final Checklist:
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
spafe below.
+� Fee of $100 made payable to NCDENR.
lZ Completed application and all supporting documents.
/Copy of the valid approved mining permit (MP) for the facility or indication of MP application status.
Copy of a county map or other general location map that shows the mining site and nearest major roads.
.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, and 100-year flood plain line if applicable.
V11 A copy of your DEMLR mining permit. - �!{ 'r--Z /tee
/A copy of your US Army Corps -approved wetland delineation if you marked "yes" to question 23 above.
_ A line drawing of the water flow through the facility. A pictorial description of the nature and amount of any
sources of water and any collection and treatment measures.
�d 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
Stormwater permit. Regional Office Contact:
Page 6 of 8
SWU-NCG02-NOI Last revised 6124/14

NCG020000 N.O.I.
Applicant has included a detailed list of impervious surface areas and percentages, sub -drainage
areas and total drainage area.
V/ 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 O&M Plan (see below
for contact information). You may be required to provide an approved Pumping O&M plan prior to
NCG02 issuance.
_2 c� opies of detailed Full Size Plans (at least 24" x 36") delineating areas on the plans and listing
acreage (including: wetlands, ditches, well -placements, pits, borrow areas, overburden storage,
stormwater controls/BMPs, 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.
__ZWeli information (design, depths, maintenance).
Physical monitoring for the wetlands areas.
Settling pond sizing information, if applicable.
/Level spreader design, if applicable.
✓Details about dewatering method.
7Cone of influence calculations. _> y95
_Description of measures to prevent erosion and flooding.
(�f�Dascription & information about 4011404 permits that have been obtained.
Copy of US Army Corps of Engineers wetland delineations or approved wetland delineation (if
applicable).
/ I have contacted my local r ional office bout a Pu ping O&M Plan.
Regional Office Contact: ��lWe- r/ Date contacted:
-OR-
I will not any impact nearby wetlands, surface waters or groundwater by dewatering.
Certification: North Carolina General Statute 143-215.6 b (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
[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).
33) 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.
Page 7 of 8
SWU-NCG02-NOI Last revised 624/14

NCG020000 N.O.I.
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.
I 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.
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: Wade Eason
Title: Owner /t
(Signature of Applicant)
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to NCDENR.
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 the issuance of an NPDES 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 ...(252)
946-6481
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........
[phone]
Page 8 of 8
SWU-NCG02-N0I last revised 6124/14

,...,
i �-,
'+:
�
�'�
._.

NCG02 — Notice of Intent
Question 16
Drainage features show up on the County soils map (see attached) in this area,
although there are no planned disturbance near these features.
Question 19-b
I have included in my calculations a spreadsheet taken from the NCDOT website
to design the dewatering basin. The design volume is 80 g/m, provided by the contractor.
The retention time is 2 hr and the other design criteria are given on the enclosed
spreadsheet.
The contractor proposes to use a Honda 4hp pump with a 2" suction/discharge port, and
plans to run it at 80 g/m to process the sand.
Question 23
There will be a wetland delineation map signed off on by the Corp of Engineers.
This is in the review process with the Corp now.
Questions 27, 28 & 30
The operation plans to use the onsite water to wash the sand (no chemicals added)
the overflows will drain to a dewatering basin that is designed to be a non -discharge
basin.

Riddle, Rick L
From: Wehner, Judy
Sent: Thursday, March 26, 2015 8:47 AM
To: Riddle, Rick L
Subject: RE: Matthew Sand & Gravel, Inc - Johnson Co.
My bad typing — issued.
From: Riddle, Rick L
Sent: Thursday, March 26, 2015 8:44 AM
To: Wehner, Judy
Subject: RE: Matthew Sand & Gravel , Inc - Johnson Co.
It is Pit #4. So what is iddued?
RR
,R".d .L'. ,wade /h . Si01NlWQtPI! 6Hyrxe4n
NCDENR / DEMLR / Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury Street, Raleigh, NC 27604
919 / 807-6375; 919 / 807-6494 (fax)
Website: httl2://portal.nedenr.org/web/Ir/stormwater
E-mail correspondence to and from this address may be subject to the North Carolina Public Records law and may be disclosed to third parties.
From: Wehner, Judy
Sent: Thursday, March 26, 2015 8:43 AM
To: Riddle, Rick L
Subject: RE: Matthew Sand & Gravel , Inc - Johnson Co.
They have severalsites. If its #4, it has been iddued.
From: Riddle, Rick L
Sent: Thursday, March 26, 2015 8:21 AM
To: Wehner, Judy
Subject: Matthew Sand & Gravel , Inc - Johnson Co.
Judy,
Good morning. Do you know if the mining permit for this site was completed? Thanks for all your help
Thanks
,R.44,td Z. ?c.. SWxnuaatnu £eryre..
NCDENR / DEMLR / Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury Street, Raleigh, NC 27604
919 / 807-6375; 919 / 807-6494 (fax)
Website: http://portal.ncdenr.or!/web/Ir/stormwater
E-mail correspondence to and from this address nury be subject to the North Carolina Public Records lauand nray be disclosed to third parties.

Wade, Larry
From: Wade, Larry
Sent: Friday, October 17, 2014 11:01 AM
To: Holley, John
Cc: Parnell, David
Subject: NCG020875 Matthew Pit # 4 - Matthew Sand & Gravel - Johnston County
Attachments: NCG020875 NOI.pdf
Hello again John,
Attached is the N01 for the subject facility.
I am sending you a site plan through interoffice mail.
Please let me know if you have any concerns issuing a permit for this proposed facility.
I think this is the last one for a while... but don't hold me to it.
Thanks,
Larry W. Wade PE Telephone: [phone]
Fax: [phone]
Stormwater Permitting Program
North Carolina Department of Environment & Natural Resources
Division of Energy Mineral and Land Resources
1612 Mail Service Physical Address - 512 N. Salisbury St. Room
9425
Raleigh, NC 27699-1612 Raleigh, NC 27604
isa government E-mail address****************************
*********E-mails sent and received from this address can be disclosed to third parties************

f
Andrew W. Hodge, PE
A W HODGE ENGINEERING
PO Box 1401
723-A South Third St
Smithfield, NC 27577
October 2, 2014
Stotmwater Permitting Program
Division of Energy, Mineral and Land Resources
1612 Mail Service Center
Raleigh, NC 27699-1612
Subject: NCG02 — Notice of Intent
Matthew Pit #4
Johnston County
Telephone:[phone]
Firm # C-3998
Please find a NCG02 Notice of Intent for a stormwater permit, 2 set of plans, Engineers
calculations, other information requested in the application and a check in the amount of $100 for
the review fee.
Please copy my office with any comments or questions regarding this project.
If you have any questions or need any additional information, please give me a call at 919-934-
3490.
Sincer
Andrew W. Hodge, P.E.
RECEIVED
OCT 07 2014
DENR-LAND QUALITY
STORMWATER PERMITTING

ENGINEERING
CALCULATIONS

SKIMMER BASINS 1 & 2 ARE THE SAME
Skimmer Basin
OKAY
6.76 Disturbed Area (Acres)
10.49 Peak Flow from 10-year Storm (cfs)
12168 Required Volume ft3
3409 Required Surface Area ftZ
41.3 Suggested Width ft
82.6 Suggested Length ft
E100
TrialTop Width at Spillway Invert ft
Trial Top Length at Spillway Invert ft
Trial Side Slope Ratio ZA
Trial Depth ft (2 to 3.5 feet above grade)
38 Bottom Width ft
88 Bottom Length ft
3344 Bottom Area fl
12444 Actual Volume W OKAY
5000 Actual Surface Area ftz OKAY
10 Trial Weir Length ft
0.5 Trial Depth of Flow ft
10.6 Spillway Capacity cfs OKAY
®Skimmer Size (inches)
0.333 Head on Skimmer (feet)
1111M Orifice Size (IA inch increments)
2.98 Dewatering Time (days)
Suggest about 3 days
e5e /-e 4

4, �f
i
I
S

Table 8.03a
Value of Runoff Coefficient
(C) for Rational Formula
Land Use
C
Land Use
C
Business:
Lawns:
Downtown areas
0.70.0.95 .
Sandy soil, flat, 24'0
0.05-0.10
Neighborhood areas
0.50.0.70
Sandy soil, ave., 2-70%
0.10-0.15
Sandy soil, steep, 70%
0.15-0.20
Residential:
Heavy soil, flat, 20/6
0.13-0.17
Single-family areas
0.30-0.50
Heavy soil, ave., 2-7%
0.18.0.22
Mufti units, detached
0.40-0.60
Heavy soil, steep, 7%
0.25-0.35
Mufti units, attached
0.60-0.75
Suburban
0.25-0.40
Agricultural land:
Bare packed soil
Industrial:
Smooth
0.30-0.60
Light areas
0.50-0.80
Rough
0.20-0.50
Heavy areas
0.60-0.90
Cultivated rows
Heavy soil no crop
0.30-0.60
Parks, cemeteries
0.10-0.25
Heavy soil with crop
0.20-0.50
Sandy soil no crop
0.20-0.40
Playgrounds
0.20-0.35
Sandy soil with crop
0.10-0.25
Pasture
Railroad yard areas
0.20-0.40
Heavy soil
0.15-0.45
Sandy soil
0.05-0.25
Unimproved areas
0.10-0.30
Woodlands
0.05-0.25
Streets:
Asphalt
0.70-0.95
Concrete
0.80-0.95
Brick
0.76-0.85
Drives and walks
0.75-0,85
Roofs
0.75-0.85
NOTE: The designer must use judgment
to select the appropriate
C value
within the range for the appropriate
land use. Generally, larger areas with
permeable soils, flat slopes, and dense vegetation should have lowest C
values. Smaller areas with slowly
permeable soils, steep slopes, and
sparse vegetation should be assigned
highest C values.
Source: American Society of Civil Engineers
The overland flow portion of flow time may be determined from Figure 8.03a.
The flow time (in minutes) in the channel can be estimated by calculating the
average velocity in feet per minute and dividing the length (in feet) by the
average velocity.
Step 4. Determine the rainfall intensity, frequency, and duration (Figures 8.03b
through 8.03g—source: North Carolina State Highway Commission; Jan.
1973). Select the than for the locality closest to your location. Enter the
"duration" axis of the chart with the calculated time of concentration, Tc. Move
vertically until you intersect the curve of the appropriate design storm, then
move horizontally to read the rainfall intensity factor, i, in inches per hour.
Step S. Determine peak discharge, O (fO/sec), by multiplying the previously
determined factors using the rational formula (Sample Problem 8.03a).
8.03.2

�L'� sz•9
>aG
15>Z ',�? V}- 9Pf % -
d
4

I

j

154 AV !� 3 Soil Survey
TABLE 15.--PHYSICAL AND dpMICAL PROPERTIES OF THE SOILS
(The symbol < means leas than; > ""a more than. Entr a under "Erosion factors--T" apply to the entire
profile. Entries under "Organic matter" apply only O the surface layer. Absence of an entry indicates
that data were not available or were not estimated)
I I
Soil name and IDepthl Clay
map symbol I I
I I
I - I
,Aa,1-------------- 1 0-111
Altavista I11-471
7-6 1
1 I
ASH*: I I
Appling_________ 1 0-101
110-611
161-861
106-991
1 1
Marlboro________ 1 0-8 1
1 8-481
148-701
1 1
A,A-------------- 1 0-111
Augusta I11-431
143-601
1 1
AUA-------------- 1 0-221
Autryville 122-311
131-581
158-701
1 1
gyp --------------- 1 0-231
Bibb 123-601
1 1
BnA-------------- 1 0-521
Blanton 152-971
BoA-------------- 1 0-281
Bonneau 128-531
153-711
1 1
CaB-------------- 1 0-9 1
Cecil 1 9-721
1 1
CeC______________ 1 0-151
Cecil 115-521
152-601
1 1
Ch--------------- 1 0-6 1
Chawacla 1 6-321
132-441
144-601
1 1
Cos, COC--------- 1 0-6 1
Cowarts 1 6-341
134-691
1 1
DOA______________ 1 0-101
Dogue I10-551
155-751
1 1
FaA-------------- 1 0-131
Faceville 113-651
1 1
10-20
18-35
5-30
35-60
20-50
5-20
35-65
30-60
5-20
20-35
2-10
10-25
2-8
10-35
2-18
2-18
1-7
12-40
2-8
13-35
15-40
5-20
35-70
5-20
35-70
10-35
18-35
18-35
3-10
25-40
18-35
5-10
35-50
5-30
5-20
35-55
I Moist (Permeability
I bulk I
I density I
I g/cc I
I I
11.30-1.501
11.30-1.501
1 --- I
I I
I I
11.45-1. 651
I1.25-1.451
11.25-1.451
I --- I
I I
11.30-1.601
11.20-1.501
11.20-1.501
1 1
11.40-1.701
11.35-1.601
1 -- I
1 I
11.60-1.701
11.40-1.601
11.60-1.701
11.40-1.601
1 1
11.25-1.551
11.30-1.601
1 1
11.30-1.601
11.60-1.701
1 1
11.30-1.701
11.40-1.601
11.40-1.601
1 1
11.30-1.501
11.30-1.501
1 1
11.30-1.501
11.30-1.501
1 --- I
I I
11.30-1.601
11.30-1.601
11.30-1.501
I --- I
I I
11.30-1.701
11.30-1.501
11.45-1.751
1 1
11.35-1.501
11.45-1.601
11.30-1.501
1 1
11.40-1.651
11.25-1.601
I
See footnote at and of table.
I I I Erosion I
Availablel Boil IShrink-Swell I factors 1 Organic
water Ireactionl potential 1 I I matter
capacity I I I E I T I
1I - I - I 1 1
2.0-6.0 10.12-0.2013.6-6.5 [Low ---------- 10.241 5
0� 10.12-0.2013.6-6.0 ILOw---------- 10.241
I_____________I____I
I I I I I
I I 1 I I
2.0-6.0 10.08-0.1314.5-6.5 ILGw---------- 10.151 4
0.6-2.0 10.15-0.1714.5-5.5 ILow---------- 10.281
0.6-2.0 10.12-0.1614.5-5.5 ILow---------- 10.281
1_____________ I____I
I I I I
2.0-6.0 10.09-0.1414.5-6.5 ILOW---------- 10.201 5
0.6-2.0 10.14-0.1814.5-6.0 ILow---------- 10.201
0.6-2.0 10,12-0.1814.5-6.0 ILow---------- 10.201
1 1 1 1 1
2.0-6.0 10.10-0.1514.5-6.0 ILow---------- 10.201 4
0.6-2.0 10.12-0.1814.5-6.0 ILOw---------- 10.241
0.6-20.0 1 --- I --- I------------- I ---- I
I I I 1 1
>6.0 10.04-0.0914.5-6.5 ILOw---------- 10.101 5
2.0-6.0 10.08-0.1314.5-5.5 lLow---------- 10.101
>6.0 10.03-0.0814.5-5.5 [Low ---------- 10.101
0.6-2.0 10.10-0.1514.5-5.5 ILow---------- 10.171
1 1 1 1 1
0.6-2.0 10.12-0.1814.5-5.5 ILow---------- 10.201 5
0.6-2.0 10.12-0.2014.5-5.5 [Low ---------- 10.371
1 1 1 1 1
6.0-20 10.03-0.0714.5-6.0 ILow----------10.101 5
0.2-2.0 10.10-0.1514.5-5.5 [Low ---------- 10.201
1 1 1 1 1
6.0-20 10.04-0.0814.5-6.0 ILOw---------- 10.101 5
0.6-2.0 10.10-0.1514.5-5.5 [Low ---------- 10.201
0.6-2.0 10.10-0.1614.5-5.5 [Low ---------- 10.201
1 1 1 1 1
2.0-6.0 10.12-0.1414.5-6.5 [Low ---------- 10.281 4
0.6-2.0 10.13-0.1514.5-5.5 [Low ---------- 10.281
1 1 1 1 1
2.0-6.0 10.12-0.1414.5-6.5 ILow---------- 10.281 4
0.6-2.0 10.13-0.1514.5-5.5 ILOw---------- 10.281
I_____________I____I
I I I I 1
0.6-2.0 10.15-0.2414.5-6.5 ILow---------- 10.281 5
0.6-2.0 10.12-0.2014.5-6.5 [Low ---------- 10.281
0.6-2.0 10.15-0.2414.5-7.8 [Low ---------- 10.321
1_____________I____I
I I I I I
2.0-6.0 10.06-0.1014.5-5.5 ILOw---------- 10.151 4
0.2-2.0 10.10-0.1614.5-5.5 ILow---------- 10.281
0.06-0.6 10.10-0.1414.5-5.5 ILow---------- 10.241
1 1 1 1 1
2.0-6.0 10.08-0.1513.6-5.5 [Low ---------- 10.281 5
0.2-0.6 10.12-0.1913.6-5.5 [moderate ----- 10.281
0.6-6.0 10.05-0.1413.6-5.5 [Low ---------- 10.171
1 1 1 1 1
6.0-20 10.06-0.0914.5-5.5 ILow---------- 10.281 5
0.6-2.0 10.12-0.1814.5-6.0 ILow---------- 10.371
1 1 1 1 1
.5-3
.5-2
.5-2
.5-2
.5-1
.5-2
.5-1
.5-2
.5-2
.5-2
1-4
<1
.5-1
.5-2

Permit No.NCG020000
and process areas. Analytical monitoring for stormwater discharges shall be performed for
parameters as specified in Tables 1 through 3. All analytical monitoring shall be performed
during a representative storm event as defined below.
Monitoring Exemption
Analytical monitoring is not required for any basin or pond designed to contain the 25-year, 24-
hour storm (see Part VII, Definitions) without discharging, and that can regain capacity to hold such
an event within five (5) days' time through means other than discharge to surface waters. A basin
or pond that meets this provision is considered a non -discharging stormwater control.
Table 1. Analytical Monitoring Requirements for Stormwater Discharges from Mining
Activities
Discharge
Characteristics
Units
Measurement
Frequencyl
Sample
Type2
Sample
Location3
Settleable Solids
ml I
Semi-annual
Grab
SDO
Total Suspended Solids
mg/1
Semi-annual
Grab
SDO
Turbidity4
NTU
Semi-annual
Grab
SDO, or U,D4
Total Rainfa115
inches
Semi-annual
Event Durations
minutes
Semi-annual
Estimate
Total Flow6
MG
Semi-annual
Estimate
SDO
Footnotes:
1. Measurement Frequency: Twice per year during a representative storm event, as defined for this permit
Failure to comply with semi-annual monitoring in accordance with permit terms for any six-month
monitoring period immediately triggers monthly monitoring for the remaining permit term.
2. Grab samples shall be collected within the first 30 minutes of discharge. For sites where multiple outfalls
are separated by distances that preclude collection within 30 minutes of each discharge event is not
feasible, begin collection procedures within 30 minutes and continue until all outfalls with discharges are
sampled. Documentation explaining why it was not possible to take samples within the first 30 minutes
must be kept in the SPPP.
3. Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) unless
representative outfall status (ROS) has been granted and documented by the Division of Water Quality. A
copy of the letter granting ROS shall be kept on site.
4. Turbidity may be monitored at the Stormwater Discharge Outfall. Alternatively, the permittee may
choose to monitor turbidity in the receiving water, directly upstream and downstream of the stormwater
discharge outfall(s).
S. For each sampled representative storm event the total precipitation must be recorded. An on -site rain
gauge or local rain gauge reading must be recorded.
6. Total flow shall be: (a) measured continuously, or (b) calculated based on the amount of area draining to
the outfall, the amount of impervious area, and the total amount of rainfall, or (c) estimated by the
measurement of flow at 20 minute intervals during the rainfall event Total rainfall precipitation and
duration of the rainfall event refers to the representative storm event sampled.
All analytical monitoring shall be performed during a representative storm event at each
stormwater discharge outfall (SDO). The permit allows the permittee to monitor turbidity at the
SDO or up- and downstream of the SDO; however, the permittee should consider regular turbidity
sampling up- and downstream of the discharge(s) when feasible to ensure compliance with water
quality standards.
Part III Page 5 of 16 Pages

MATTHEW PIT4.txt
**tr****fi*trtrtrtr*tr*******trtrtrtrtrtrtr*****fi*trtrtrtrtrtrtrtr********trtrtrtrtrtrtrtrtr******trtrtrtrtrtrtr******
---Lateral Effect Program summary --
Application of Skaggs Method
Copyright 2006-2013. Brian D Phillips, R Wayne Skagggs, G M Chescheir
North Carolina State University Dept of Biological & Agricultural
Engineering
version: 2.7.1.0
Project Run Date and Time: 7/21/2014 2:32:01 PM
Output Filename: C:\LateralEffect\outputs\MATTHEW PIT4.txt
**************trtrtrtrtrtrtrtrtrtrtr************fitr***trtr**trtrtrtrfi***fi**trtr**trtr*******fi*******trtr
Project Information
Project : MATTHEWS PIT4
User: ANDREW HODGE, PE
Company / Agency: AW HODGE ENGINEERING
Department:
Project Location: JOHNSTON COUNTY
Project Coordinates: 2209306.69, 598974.89
Soil ID: AaA
Notes:
Site Parameters
----------------------------
State: North —Carolina
County: Johnston
surface Storage: 2 in (5.0 cm)
Ditch Depth or Depth to water surface: 1 ft
Depth to Restrictive Layer: 30 ft
Drainable Porosity: 0.035
Hydroperiod: 14 days
User defined T25 or Built In T25: DEFAULT
T25 value: 8.8 days
user defined Conductivity or soil Survey Conductivity: USER
weighted Hydraulic Conductivity: 1.3825 in/hr
Hydraulic Conductivity Data by Layer
Bottom Depth in Conductivity in/hr
Layer 1 11 4
Layer 2 360 1.3
Layer 3 0 0
Layer 4 0 0
Layer 5 0 0
Layer 6 0 0
Layer 7 0 0
Layer 8 0
------------------------- --------------------
Lateral Effect: 45.6 ft
-------------------------------- ---------
Page 1

G4w�
W. The Skaggs Method
'-+I • Inputs:
Table
County
Depth from soll.surfacetn-theimpermeable layer, hd ft.
— Depth from soil surface to water In the borrow pit
(d, = h, — d); This Is usually 2 ft.
— Effective Hydraulic Conductivity, K,, ft/day.
— Drainable porosity, f, a decimal of a percentage.
• The portion of a volume of saturated soil that will drain by
gravity.
— Depth of surface depressional storage; 1 or 2 Inches
if area Is relatively smooth, use 1 inch.
• if area is quite rough, with shallow depressions, use 2 Inches.
The Skaggs Method
---- • Compute H = (ho 0.83)/ho
• Compute D = d/ho
ON nLn6LTQai• wHland

Neal C. Floyd & Associates, Inc.
August 20, 2014
Andrew Hodge Engineering, PC
723A S 3rd Street
Smithfield, NC 27577
RF: Mathews Pit # 4: overall soil evaluation
Dear Andrew,
I evaluated the site to determine the dominate soil characteristics/soil series to help establish the base
parameters needed for design. I have characterized the overall soil conditions and will include them in
the report. Based on my field boring analysis, the soil series most prevalent surrounding the wetland
area is Altivista due to the evidence of the seasonal high water table between 20 — 32" within the Bt.
The center of the non -wetlands is dominated by the State series with a seasonally high water table of
32-48 inches. The evidence of a seasonally high water table is determined by the occurrence of redoxy-
morphic features.
The borings are characterized as having a 0-10 inch sandy loam Ap, underlain by a clay (10 YR 5/6)
yellowish brown clay loam Btl to a depth of 20 to 26 inches. The yellowish brown (10YR 5/6) clay loam
Bt2 ranges from 26 to 33 inches in depth. The Bt2 has prominent strong brown (7.5 YR 5/6) pale brown
(10 YR 6/3) and gray (10 YR 7/1) mottles indicating the seasonal water table. These redoximorphic
features are prevalent throughout the M. Increasing depth in the profile indicates a (10 YR 7/1) gray
matrix. Based on the Bt occurrence and the prominent gray mottles between 24 to 32 inches, the
dominant series is Altivista surrounding the wetlands area. The highest portion of the non -wetland area
is dominated by State with a seasonally high water table of 3-4 feet based on the occurrence of
redoximporphic in the Bt from 32-48 inches. Overall, Altivista dominates the site.
If you have any questions or need f�5tontact me.
Sincerely,
Neal C. Floyd
Soil Scientist # 1039
6621 Arbor Grande Way / RALEIGH, NORTH CAROLINA 27615 / 919-422-6745

Dewatering Basin Design *Items in red are inputs
Version 2.27.09
STEP 1: Input required variables
Pump Rate:
Retention Time:
Required Volume:
80 GPM
2 hours
1283i246 ° w
STEP 2: Design of the Dewatering Basin
Final Required Volume: 1283.248 w
Design Depth: 3 'not to exceed 3 feet
Proposed Basin Side Slopes: 2.0 :1 side slopes 'must beat least 1.5:1 or flatter
OPTIONS
2.1(L:K9
3:1(L:K9
Suggested Top Width (ft):
1s
12
Suggested Top Length (ft):
30
36
Final Design Top Width (ft):
20
16
Final Design Top Length (ft):
40
48
Final Design Depth (ft):
3
3
y

I
i
<D,::� ! `,
of
i
ram.

.411■1
WX10A4 • An excellent choice for homeowners,
gardeners and boat owners. Powered by Honda's
easy -starting, 31 cc mini 4-stroke engine, the WX10P
weighs only 15 lbs. and it can pum uP to 40 gallon!per minute. This pump comes standard with a suctioi
hose, strainer and garden hose coupler.
wxId"
TOW Head M Pmlp OuW
�wmuarfiumnpsvast
WN20A • Powered by Honda's 4 HP GC Series OHC
Premium residential engine. This pump features 2'r
suction/ discharge ports, can pump up to 164 gallons
per minute and weighs only 40 lbs. Strainer and hose
clamps included.
WN7DA
Tool Hmd m PmlpQrynp
os WG tp, wI
raJIR PUMF
W
WX15 • Great for truly portable pumping power.
Honda's 50cc mini 4-stroke enggine will pump up to
72 gallons per minute. Fuel en
and easy starting
the WX15 comes standard with hose damps and strainer.
wxt5
TOMHeadv Pump Odmut
��4hoten(w�be.wmn.n
WN30A a Powered by Honda's 5 HP GC Series OHC
Premium residential engine. This pump features 3.,
suction/ discharge ports, can ppump up to 290 gallons
per minute and weighs only 46 lbs. Strainer and hose
_lamps included.
WN30A
Totm Head M Pump Output
pYwgH terry b/an� a Kvn q

LL
�{ w�/
Of
t
)
Iz-
--�/ �° -��
r
—f I
%
.,%:
-
e"-,,,' a..?�
r.
,�_
'°'..
Swan
Pond
•
e.'-" .: �.—-'i-',•.-�...
_
I\7.
E
e
J
f
�3-D TopoQuada Copyright®I999 DeLaeme Yaemautb, ME 04096 Soum Data: USGS F ------I9M0 D Scale: 1 : 24,000 Detail: 13-0 Datum: WGS84

'_.
_..
Y

"' DISCLAIMER "'
Johnston County assumes no legal responsibility for the information represented here.
►'j
` Scale 1 inch = 1000 feet Date June 9, 2014
(The scale is only accurate when printed landscape on a 6.5x11 in size sheet with no page scaling.)

• } i l _� � (i`1 .a,A ``'' - 'raj. (/ - _ m . `
`� — �. Hot o i§l4 ' � L , � . � ' i ••. a
law
ol
Ab
mu im
f p
i ` B �, 1IM
I • , i
ba
,tom
n s^
im
g (p� 0 111 pg
Hld
im
a
anno
IV 1Z4 n a .� n -IYa
•,� , �s _ � " As? � �, ram, ,V
10
L o a Da
�.. _ NORTH C
STATE ROM
• O
JOHNSTON COUNTY
NORTH CAROLINA
® ui11 li!$ a l
1M
lip
I•

f

1 � n
PUMPING OPERATION AND MONITORING PLAN
MATHEWS PIT 4
Johnston County
PUMPING OPERATION:
The pumping or dewatering of the mine is proposed to be performed as follows:
During working hours; lam to Spm the water from the pit is to be used to process the
sand. The pumping rate is proposed to be at a maximum of 80 g/m. the overflow from the
processing the sand will flow through a ditch or diversion to a basin designed to handle
this flow without discharge from the site. During non -working hours; Spm to lam the
mine is proposed to be dewatered by pumping the water to this same basin at a maximum
rate of 35 g/m. Again this basin is designed to handle this pumping rate without discharge
from the site.
MONITORING PLAN:
Before construction begins the contractor will place two monitoring wells on site at
locations shown on the attached map. These monitoring wells will be a 12" perforated
pipes installed vertically in the ground a minimum of 10'. When the ground water has
settled into the pipe, an initial measurement shall be taken. After that; a measurement
shall be taken monthly on a date set by the contractor. These monthly readings shall be
logged and submitted to NCDWQ quarterly. NCDWQ will review the data and increase
or decrease the monitoring schedule and/or submittal period. The purpose of monitoring
these wells is to demonstrate compliance and ensure a reduction of impact to the
wetlands.
STRATEGIC PLAN:
Should the monitoring wells indicate an impact to the wetlands, the contractor shall
contact NCDWQ to determine a course of action. For example, maybe the dewatering
can be released at an alternate location on site or a different method of mining begins,
such as "cell mining".
NCDWQ contact person — David Parnell — 919-791-4200.

r
�
.'
i
e
_�,
�.
.-�
.
�
,.
..
,.
, -
,..
..
�
�
-
.,..
1
• .
i
,i
i
�
t
r
� ..
�
..
i

M£il.WOS
OS LOCATED ON THIS TRACE k
AWRO�
APPROVED 9. ARMY COE ON
ACTION 10. 2011-01991
NON-*FnANOS
B
PDuw BouNneRr lME 5w Ar p
CONC. Q �. ! IIE71M9 (M� BMW/
NON CC [I�IIA19[D 9M/iFR 8
/ *VLANDS
WE7tANOS WE L07
AS A A71D
NPF
MON. aw LNMWLMW BWfm
PERM? BOIM W UNE NPf
e MIDAAD LW AXLE FFXPOSM
'
SGENOtPY
AIE RiL51EZl a JOAMP N l
»FRANDS Cam
LEM
4
w two do
� NO
w.�/lam

Mar.28.2019 04:09 AM Matthew Sand and Gravel 9199897089 PAGE. 1/ 3
MATTHEW SAND & GRAVEL. INC.
P.O. BOX 2151
SMITIIFIELD, N.C. 27577
SANDPIT
OFFICE 919-989-7082
FAX [phone]
BILLING.
OFFICE 919-965-2181
FAX [phone]
PAGE 1 OF
DATE
TO
FROM
COMMENT

Mar.28.2014 04:09 AM Matthew Sand and Gravel 9199897089 PAGE. 2/ 3
10
9.6
9
8.5
8
7.5
7
6.5
1 6
5.5
5
s 4.5
a 4
g 3.5
3
2.5
2
1.5
1
0.5
0
—i1
Jan
Fah
March
April
May
June
July
Aug
Sap
1 00
Nov
I Dao
0
0
0
Month
1=l

9199897029 PAGE. 3/ 3
Mar.28.2019 04:09 AM Matthew Sand and Gravel
2
3
40
39.6
39
38.5
38
37.5
37
36.5
36
35.5
35
34.5
34
33.5
33
32.5
32
31.5
31
30.5
30
m
Jan
Fab'
I March
I April
May
June
July
Aug
Sep
Oct
Nov
Dac
38
36.511
38
Month
— #2

Mar.28.2014 04:14 AM Matthew Sand and Gravel 9199897089 PAGE. l/ 3
PAGE 1 OF 3
DATE
TO
FROM
COMMENTS
MATTHEW SAND & GRAVEL. INC.
P.O. BOX 2151
SMITHFIELD, N.C. 27577
SANDPIT
OFFICE 919.989-7082
FAX [phone]
BILLING:
OFFICE 919-965-2181
FAX [phone]
.5,,d b6mvel )

Mar.28.2014 04:14 AM Matthew Sand and Gravel 9199897089 PAGE. 2/ 3
10
9.5
9
8.6
8
7.5
7
m 6.5
JC
6
C
5.5
5
4.5
4
93.5
3
2.5
2
1.5
1
0.6
0
—x�
Jan
Feb
Marah
April
May
JUna
July
Aug
Sap
Oct
Nov
Dac
0
0
0
Month
-#1

Mar.28.2014 04:14 AM Matthew Sand and Gravel 9199897089
i
PAGE. 3/ 3
3
3
3
13
U
=3
3
CL
a
ff
�GI
k
3
MS&G WATER TABLE
Test well #2
April May June July Aug Sep Oct Nov .:
m■�
March
April
May
June
July
Aug
Sep
m
Nov
oft

'IJan.13.2014 03:43 PM Matthew Sand and Gravel 9199897089 PAGE. 1/ 3
MATTHEW SAND & GRAVEL. INC.
P.O. BOX 2151
SMITHFIELD, N.C. 27577
SANDPIT
OFFICE 919-989-7082
FAX [phone]
BILLING:
OFFICE 919-965-2181
FAX [phone]
PAGE 1 OF
DATE
TO
FROM
COMMENTS
43

Jan.13.2014 03:43 PM Matthew Sand and Gravel 9199897089 PAGE. 2/ 3
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
6
4.5
4
3.6
3
2.6
2
1.5
1
0.6
0
—pt
Jan
Feb
March
Aprll
May
June
July
Aug
Sap
Oct
Nov
Doc
0.6
0
0
0
0,6
1.6
2
2
1.5
1.6
1
t
Month
— #9

Jan.13.2014 03:43 PM Matthew Sand and Gravel 9199897089 PAGE. 3/ 3

))ct.09.2013 07:50 AM Matthew Sand and Gravel 9199897089 PAGE. 1/ 3
PAGE I OF
DATE
To
FROM
COMMEN]
MATTHEW SAND & GRAVEL. INC.
P.Q. BOX 2151
SMITHFIELD, N.C. 27577
SANDPIT
OFFICE 919-989-7082
FAX [phone]
BILLING:
OFFICE 919-965-2181
FAX [phone]
3
0/9 /3
nvren �r/h 1�Lw5Poon
CS �ne5
1
�S
3rdDvadc 5f--
I _
I

.Oct.09.2013 07:50 AM Matthew Sand and Gravel
9199897089 PAGE. 2/ 3
�71
F'7
10
9.5
9
8.6
8
7.6
7
6.6
6
5.5
5
4.5
4
3.6
3
2.5
2
1.6
1
0.5
0
MS&G WATER TABLE
Test Well #1
Jan
Feb
I March
April
May
June
July
Aug,
Sep
Oct
Nov
Dec
0.5
0
0
0
0.5
1.6
7
I
1.6
Ill'[-T, tl

�,Oct.09.2013 07:50 AM Matthew Sand and Gravel
9199897089 PAGE. 3/ 3
F
0
C
m
�3
40
39.5
39
38.5
38
37.6
37
36.5
36
35.5
35
34.5
34
33.5
33
32.5
32
31.5
31
30.5
30
— N2
Jan
Feb
March
April
May
June
July
Aug
Sap
Oct
Nov
Dee
35.5
36
36
36.6
37
1 38
38
38
36.5
Month
- #2

P.O. BOX 2151
SMITHFIELD, N.C. 27577
SANDPIT
OFFICE 919-989-7082
FAX [phone]
BILLING:
OFFICE 919-965-2181
FAX [phone]
PAGE I OF 3
DATE ?
TO
FROM (-,V).nni it A ' afil1,'i n1 ii n
COMMENTS
l'd 690L-696-6L6 leneJo pue pueS Me41;eW d90: l0 6l LO Uef

MATTHEW SAND & GRAVEL. INC.
P.O. BOX 2151
SMITHFIELD, N.C. 27577
SANDPIT
OFFICE 919-989-7082
FAX [phone]
BILLING:
OFFICE 919-965-2181
FAX [phone]
PAGE I OF 3
DATE
TO (1 r LLBC A�
FROM
COMMENTS
L'd 620L-626-6L6 leneIEj pue pueS Meyjlew d80: LO £ L LO Uef

l
10
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
4.5
4
3.5
3
2.5
2
1.5
1
0.5
0
—�!!1
MS&G WATER TABLE
Test Well 61
Jan Feb Mar April May June July Aug Sep Oct Nov Dec
Jan
I Feb
Mar
April
May
June
July
Aug
Sep
Oct
Nov
Dec
1.51
1
0
0
0
0
0
1
1
0
0
0
Month
Z'd 680L-686-616 IeneiS PUB PUBS MeylleW d90:l o £l LO uBr

40
39.5
39
38.5
38
37.5
37
36.5
36
35.5
3 35
r
34.5
34
33.5
33
32.5
32
31.5
31
30.5
30
tk2
MS&G WATER TABLE
Test Well #2
Jan Feb Mar April May June July Aug Sep Oct Nov Dec
Jan
Feb
Mar
April
May
June
July
Aug
Sep
Oct
Nov
Dec
33.5
33.5
33
32.5
33
33
33.5
36
39
37
36
34.5
Month
£'d 62OL-626-6L6 1enei9 pue pueg MeygeW d80: LO £L LO Uef

OCT-9-2012 07:11 FRON:NATTHEW SAND AND GRR 919 989 7089 TO:9197887159 P.1/1
MAT I'IIF.W SAND & GRAVEL. INC.
P.O. BOX 2151
SMITHFIEI.D, N.C'.27577
SANDPIT
OFFICE 919-989-7082
FAX [phone]
BILLING:
01-FICE 919-965-2181
FAX [phone]
PACT 1 01'
DATE JQ11112
fF
oT
—f��311C'�� �'�.�I�IEGSpoen
PROM :yrrry es �u nc5
COMMENTS

OCT-9`-2012 07:12 FRON:NATTHEW SAND AND GRR 919 989 7089
TC:9197887159 P.111
10
9.5
9
8.5
8
7.5
7
6.5
N 6
u
c 5.5
b 5
4.5
a
4
3.5
3
2.5
2
1.5
1
0.5
0
MS&G WATER TABLE
Test Well #1
Jan Fab Mar April May Juno July Aug Sop Oct Nov lac
Jan
Fab
Mar
April
May
Juno
July
Aug
Sap
Oct
Nov
Dec
1.6
1
0
0
0
0
0
1
1
Month

OCT-�-2012 07:16 FRCM:MATTHEW SAND AND GRA 919 989 7089 TO:9197887159 P.1/1
40
39.5
39
38.5
38
37.5
37
36.5
V
36
35.5
35
34.5
34
33.5
33
32.5
32
31.5
31
30.5
30
—� :#2
MSBG WATER TABLE
Test Well #2
Jan Feb Mar April May Juno July Aug Sep Oct Nov Dec
Jan
I Feb
Mar
Aprll
I May
I June
I July
I Aug 1
Sap
1 Oct
I Nov
Dac
33.6
33 5
33
34.5
33
33
33-5
36
39
Month

a "-?D
No
e
II 3 2
.o ___ "►� �.� c 7+ �' as y � F � C�F3 �� �'
7
, � a
1( ;,..,,:�
\ 7.:A
,�� ��r�� it � ii f. ���� •..�i
i
+� a
i!
7,14�,.q• e d�� ilB `,_tee o- ,� �,.
.d it Y � f Swan, u
a i. pondir
�
� l � ♦ r-In l l . t ,. �,
+,A1`G,�`
ts78 T-491Ww35x 8 i � i `;1
Matthews Pit #4
, '
Tj1 'E
�` �, � ,� r .+sue � E. �vd1�i�'�e i A i � • , J i... { al
T b �)
1
t-�_ .r%�� i1 ��A7 � b i }ems ✓ 1 `Cl C� e'.� ' �° \..
NCG020875 Matthew Sand & Gravel, Inc.
Matthews Pit #4
N
Latitude: 350 23' 38" N
WE Longitude: 780 17' 49" W
County: Johnson
S Receiving Stream: Swan Pond
Stream Class: C, NSW
Map Scale 1:24,000 Index Number: 27-52-7 (Neuse River Basin) Facility Location

FM-WA Division of Energy, Mineral and Land Resources /
Land Quality Section — Stormwater Permitting Program
NCDENRNational Pollutant Discharge Elimination System
NFM GM04w DOMIKwf M
ENY1ROwM[M Y,D Ng4V.l R[!MC
NCG020000
NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG020000:
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code -14XX Mineral Mining Industry (except as specified below)
The following activities are also 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 at mining operations;
• Overflow from facilities that recycle process wastewater, and/or RECEIVED
• Mine dewatering(wastewater)
The following activities are specifically excluded from coverage under this General Permit: OCT 0 7 2014
• Stormwater discharges associated with peat mining, coal mining, and metal mining; DENR-
• Stormwater discharges from mining operations which are intermixed on site with stormwater fnimp ND QUALITY
operations and/or concrete operations; - R PERMITTING
• Stormwater discharges associated with oil and gas extraction operations; and
• Stormwater discharges associated with tourist gem mines
• NCDOT borrow pits are covered under NCS000150
The following discharges are covered by NPDES aenerat Permit NCG520000 Instead of NCG020000:
• Point source discharges of stormwater and wastewater from in -stream sand mining operations (i.e., sand
dredging or dipping operations).
Please contact the NPDES Wastewater Point -Source Group for more information on coverage under this
Please print or tvQa all entries In this application form.
1) Melling address of owner/operator (official address to which all Permit correspondence will be mailed):
Legal Owner Name Matthew Sand & Gravel Inc
(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 Land Resources' Mining Permit.)
Signee's Name (as signed for in permit signature at bottom) Wade Eason
Street Address PO Box 2151
City Smithfield StateNC_ ZIP Code 27577
Telephone No. 919 934-9941 Email selcol(aembaramail.com _
Alternate Contact Name Shane Eason Email (if different)
Alternate Contact Telephone (if different)919-915-0890
Page 1 of 8
SWU-NCG02-NOI Last revised 6124/14

NCG020000 N.O.I.
2) Location of facility producing discharge:
Facility Name Matthews Pit4
Facility Street AddressPO Box 2151
Facility City Smithfield StateNC _ ZIP Code 27577
Facility County Johnston
Facility Contact Wade Eason
Telephone No. 919-934-9941 Fax: [phone]
Contact E-mail selcol ldlembaramail.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). 1-95 south, take exit 90, head south south on US701
for +1-2.000', turn left on SR1009 (Devils Racetrack Rdi, ao +1-6.3 miles to the entrance on the left
4) Latitude 35' 23' 38" Longitude -78' 17149 " (degrees, minutes, seconds)
Permits:
5) This NPDES Permit Application applies to which of the following:
X New or Proposed Facility Date operation is to begin:ASAP
❑ Existing Date began mining:
8) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: 1 4 3 5
7) Provide a narrative description of the types of minerals mined at this facility: Sand
8) Is this mine an inactive mine site?
X No
❑ Yes If yes, do you posses an "Inactive Renewal" from DEMLR and notified the Regional Office
Stormwater Permitting Program (SPP) or have you certified to the SPP that the site has been
stabilized? ❑ No ❑ Yes
9) Does this facility already have a valid Mining Permit from the Division of Energy, Mineral and Land Resources
(DEMLR) [formerly DLR]?
X No If No, please indicate the status of the Mining Permit application: In Review
❑ Yes If yes, please provide the Mining Permit number: . Please also provide a
copy of your DEMLR Mining Permit with this application.
10) Does this facility have any other NPDES permits?
X No
❑ Yes If yes, list the permit numbers for all current NPDES permits for this facility:
Page 2 of 8
SWU-NCG02-NOI Last revised 6/24/14

{
NCG020000 N.0.1.
11) Are you applying for a mining permit in the same location as a previously permitted mine?
X No
❑ Yes If yes, specify permit number and name if known:
12) Does this facility have any Non -Discharge permits (ex: recycle permits)?
X No
❑ Yes If yes, list the permit numbers for all current Non -Discharge permits for this facility:
13) Does total area of this mine site include ready -mix and asphalt areas?
X No
❑ Yes If yes, do they have NPDES stormwater permits (if owned by the same company)? ❑ No ❑ Yes
(provide permit number )
If not owned by the same company, who is the owner?
14) Will this mining operation precede development activities at this site?
X No
❑ Yes
15) Is this mine located within one of the 20 Coastal Counties and will it add more than 10,000 ft2 of impervious
surface?
X No
❑ Yes If yes, you may be required to apply for an additional state stormwater permit. Check with your
local Regional Office. See contact information and checklist below.
16) Is this mine located the Nauss, Tar -Pamlico, or Catawba River Basins, or the Randleman or Jordan
Water supply Watersheds?
❑ No
X Yes If yes, what size stream buffers are included on site? 50 ft. Please show buffers in site plans.
If yes, please include information and plans showing diffuse flow through buffers as required.
Discharge Points, Receiving Waters & Wedands:
17) 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 end up in? Swan Pond
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).
Receiving water classification (if known):C:NSW
Note: Discharge of industrial wastewater to receiving waters classified as WS-II to WS-V, or SA, must
be approved by the Div. of Water Resources, or Div. of Marine Fisheries. If DWR or DMF does
not approve, coverage under NCG020000 cannot be granted. No new discharges of wastewater
are permitted in receiving waters classified as WS4 or freshwater ORW. Wastewater
discharges to Saltwater ORW will not be approved under the NCG02 General Permit.
18) If your facility has wastewater discharges and they are to HWQ and/or PNA waters (Primary Nursery Areas)
waters, what is the proposed flow rate? NIA (See
http://www.ncdmf,nettmaps/FNA maps/index.htmi, for map)
Page 3 of 8
SWU-NCG02-NOI
Last revised 6R4/14

NCG020000 N.O.I.
19) Discharge Points:
Number of discharge points (ditches, pipes, channels, etc. that convey discharges from the property):
nsfte: Stonnwater:2_ Mine dewatering:) _ Process Wastewater Overflow:)
Olfsite: Stormwater: Mine dewatering: _ Process Wastewater Overflow:
Discharge points should be clearly marked on the submitted site plan.
Please provide short narrative description of discharges: Skimmer Basins 1 &2 are for stormwater,
The remaining Basin is for dewatering and process wastewater
See attached calculations and explanations
a) Is your mine dewatering and discharging? (Answer only if you are dewatering)
X No
❑ Yes if yes, where to? _Surface Waters and/or Wetlands (on -site or off -site)
_ Other (on -site or off -site) Describe:
b) Are you dewatering but not discharging? (Answer only if you are dewatering)
❑ No
X Yes If Yes, please explain how you are dewatering, and where that water will be directed:
Basins are designed to non -discharge stormwater control specs See attached calculations
20) Will mining operations require dewatering near wetlands or impact any stream, groundwater, or wetlands?
11 No
X Yes
Note: 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 (O&M) Plan that has been approved by the
Division.
For sites that may drain wetlands — approval of a Pumping O&M plan maybe required prior to
coverage under this general permit. The Pumping O&M Plan should be submitted to the
appropriate Regional Office and 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 end of document. Contact your local Regional Office for questions specific to your mine.
21) If you are dewatering, are there wetlands or surface waters within 400' of the mine pit perimeter?
❑ No
X Yes If yes, what distance are they from the mine pit perimeter? 50 feet.
22) Have you been required to obtain a 404/401 Certification permits?
X No
❑ 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:
Page 4 of 8
SWU-NCG02-NOI Last revised 6/24/14

NCG020000 N.O.I.
23) Have you been required to obtain a wetland delineation certified by the US Army Corps of Engineers?
❑ No X Yes If yes, please attach to application submission.
Stormwater BMPs:
24) Does this facility employ any best management practices for stormwater control?
❑ No X Yes If yes, please briefly describe: Basins, temporary diversion ditches and
Silt fence have been designed to handle the stormwater
25) Does this facility have a Stormwater Pollution Prevention Plan?
X No ❑ Yes
If yes, when was it implemented?One will be implemented once permit is recieved
26) Will vehicle maintenance activities occur at this facility?
X No ❑ Yes
Wastewater Treatment Facilities:
27) Will mine dewatering discharges occur?
❑ No
X Yes
28) Will discharges of overflows from process wastewater treatment systems occur?
❑ No
X Yes If yes,
a. Does this facility employ chemical additives to flocculate suspended solids? X No ❑ Yes
If yes, please state the name, manufacturer and the quantity of average daily usage of the chemical additive
Note: Please see our website for a list of evaluated polyacrylamide (PAMS) products for use in North Carolina:
http://portal. ncdenr.org/web/ir/construction-stormwater
b. Does this facility overflow only during rainfall events exceeding the 10-yr, 24-hr rainfall event?
❑ No ❑ Yes
28) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
❑ No
X Yes
30) Is your facility washing mined materials?
❑ No
X Yes If Yes, are you discharging this water? In a dewatering pit. Not offsite
SWU-NCG02-NOI
Page 5 of 8
Last revised 6/24/14

NCG020000 N.O.I.
Other:
31) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
X No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
X No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
X No ❑ Yes
d) 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:
32) Is your facility providing appropriate secondary containment for bulk storage of liquid materials? See permit
text for secondary containment requirements.
X No
❑ Yes
33) Does your site have an active landfill within the mining permit boundary?
X No
❑ Yes If yes, specify type: ❑ LCID ❑ Other:
Final Checklist:
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
sbelow.
7Fee of $100 made payable to NCDENR.
Vl Completed application and all supporting documents. �2
/Copy of the valid approved mining permit (MP) for the facility or indication of Mapplication status.
Copy of a county map or other general location map that shows the mining site and nearest major roads.
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.
i `� ✓ 2 copies of large-scale (minimum 24" x 36") site plan with topographical lines with all outfails, applicable
buffers and wetlands clearly delineated, and 100-year flood plain line if applicable. 01
t� A copy of your DEMLR mining permit. - L /ce✓«'J
/A copy of your US Army Corps -approved wetland delineation if you marked "yes" to question 23 above."
_ A line drawing of the water flow through the facility. A pictorial description of the nature and amount of any
sources of water and any collection and treatment measures.
'L If mine site is in one of the 20 Coastal Counties:
7 — Applicant has checked with the appropriate regional office to verify the need for a Coastal State
Stormwater permit. Regional Office Contact:
Page 6 of 8
SWU-NCG02-NOI Last revised 6/24/14

NCG020000 N.O.I.
• Applicant has included a detailed list of impervious surface areas and percentages, sub -drainage
areas and total drainage area.
VIf the mine Is dewatering and near wetlands, or may otherwise impact surface waters or groundwater,
Include the followina and contact vour local regional office about a Pumping O&M Plan (see below
for contact information). You may be required to Provide an approved Pumping O&M Plan Prior to
NCG 2Issuanc .
_2 copies of detailed Full Size Plans (at )east 24" x 36") delineating areas on the Plans and listing
acreage (including: wetlands, ditches, well -placements, pits, borrow areas, overburden storage,
stornwater controls/BMPs, 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.
_ZfWell information (design, depths, maintenance).
Physical monitoring for the wetlands areas.
Settling pond sizing information, if applicable.
/Level spreader design, if applicable.
"Details about dewatering method.
Cone of influence calculations. sk`i 9is
Description of measures to prevent erosion and flooding.
.UlDescription & information about 401/404 permits that have been obtained. �� ��✓`� `t
/Copy of US Army Corps of Engineers wetland delineations or approved wetland delineation (if
J�pplicable).
/ I have contacted my local r"ionaI office/bout a Pu ping O&M Plan.
Regional Office Contact: /✓� (/I / �/� //Date contacted:
-OR-
1 will not any impact nearby wetlands, surface waters or groundwater by dewatering.
Certification: North Carolina General Statute 143-216.6 b (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
[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).
33) 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:
(I) 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.
Page 7 of 8
SWU-NCG02-NOI Last revised 624/14

NCG020000 N.O.I.
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.
I 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.
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: Wade Eason
Title: Owner
(Signature of Applicant)
Signed) /
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to NCDENR.
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 the issuance of an NPDES 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 ...(252)
946-6481
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........
[phone]
Page 8 of 8
SWU-NCG02-NOI Last revised 6/24/14

NCG02 — Notice of Intent
Question 16
Drainage features show up on the County soils map (see attached) in this area,
although there are no planned disturbance near these features.
Question 19-b
I have included in my calculations a spreadsheet taken from the NCDOT website
to design the dewatering basin. The design volume is 80 g/m, provided by the contractor.
The retention time is 2 hr and the other design criteria are given on the enclosed
spreadsheet.
The contractor proposes to use a Honda 4hp pump with a 2" suction/discharge port, and
plans to run it at 80 g/m to process the sand.
Question 23
There will be a wetland delineation map signed off on by the Corp of Engineers.
This is in the review process with the Corp now.
Questions 27, 28 & 30
The operation plans to use the onsite water to wash the sand (no chemicals added)
the overflows will drain to a dewatering basin that is designed to be a non -discharge
basin.

SITE
SR 700E
�At�VT ��/V Lr - l�If_ ��?�1 �' �AIV�L-.;' / L ��P� �!V
_ i
MICE NAME - MA PPP" PIT *4
i
I
i
VICINITY MAP
NC SCALE
SEEDING SCHEDULE_
Lime — 2 tons/acre (3 tons/acre in Clay Soils)
FERTILIZER — 1000 /bs/acre — 10110170
SEED
Temporary Seeding
Summer — German Millet, 40 lbs/acre
Winter — Rye (Grain), 120 lbs/acre
Permanent Seeding
K31 Tall Fescue, 150 lbs/acre
MULCH — 2 tons/acre — Small Grain Straw
Anchor — Asphalt Emulsion © 300 gal/acre
FLOATATION
DEVICE
EXISTING HAUL ROAL .
PERMIT #51-48
zk
3C'
PROPOSE"
HAUL ROAD
INSTALL SILT FENCE DURING
_ CONSTRUCTION AS A
TEMPORARY MEASURE
REPLACE WITH EARTHEN BERM
INSTALL CHECKDAM OUTLETS
IN LOW BREAKS
OLD MINE
s \ `
2 J.
ZE
NIF
ROBERT RANSOM MASSENGILL, JR
DB 547 PG 441 THE TRUSTEES OF COLLEGE
JOHNSTON'
COMMUNITY COLLEGE
WETLANDS
\\ \ 60
WETLANDS /
NON-WETLANDSJu
\\\ L00477ON OF PREVIOUSLY \\\ NON -WETLANDS
PERMITTED SAND MINT 10
\ PERMIT /5141 ` NON -WETLANDS
Nlu
PS5fbG11. • \.\ � \......... ./----/- N04 N%LNIIV-
`�00
PC, SKIMMER 84SINlu
/1
DANA STEWART DRAPER �� \\\ 1 R08ER5 �B S� K"'J 3' DEPTH
1Df SLOPES 50' X 100'
OR 2008, PG 1005 w-
I-1I I="' \\ o ,� WEIR SH47L BE 10' LONG
SCREEN AROUND INLET I -III-"' WETLANDS 160 4' SKIMMER W17H A 1.75' ORIFICE FOR A 2.98 LAY DR4W DOWN TIME
OF SUCTION PIPE �' \ WETLANDS LOCATED ON THIS TRACT k PIS BASIN WTU EYEMLWILY BECOME THE POND
_ =1 —"` '�� \ APPROVED BY ARMY COE ON L,� DEN ERWG 6A A4 = 6.76 AC
B, OCTOBER 24, 2011 WITH USAGE �. WETLANDS APFRiOX041TE LOCATION'
1I1-1I1=III—"' TYPICAL LA )'OUT FOR FLOATING `� — ,sec ACTION ID. 2011-01991 �� '>u` 2°>�� ES S2°X4° ,�v OF.PROPOSED
OLD MINE Ft1uc S/CT NON -WETLANDS BASED ON MMIP R47£ OF 80 GPM MON?ORING w£U
PICK UP OF SUCTION PIPE 0CnYTs NSLOCC pU7TEjs COyg �� UNDISTURBED FENCE NOT IN BUFFER TNDIS 84S/NM4�0NTIMETED �11
NOTES: FOR DEWATERING PIT / �� — w BRevrrs AN EN�NCE N �— NVU
�1Ur- 7EMPoRARY DRMNAGE DITCHES SHALL
BEFORE ANY EXCAVATION CAN BEGIN, THE CONSTRUCTION ENTRANCE, SKIMMER BASINS, TEMP // 5 . \- WETLANDS PERMIT BOUNDARY LINE OPEN
BE INSTALLED TO APPROXIMATELY
DIVERSION DITCHES AND ALL SILT FENCING MUST BE INSTALLED. THE SKIMMER BASIN MUST BE do 50' SPLIT THE DRAINAGE AREA
-�'� CONC. 1?s&WETLAND LINE p, UNDISTURBED RELD) AND DIRECT THE FLOW TO
CHECKED FOR CAPACITY AFTER EACH MAJOR STORM EVENT AND WHEN /T REACHES 112 CAPACITY, I v MON. 166 eG vti� BUFFER THE Two SKIMMER BASINS
IT MUST BE CLEANED OUT. PGATE INSTALLED H9F WRI& WITH W � ERAN� so ° b
-mob NFNG � �----- -'�' S0' UNDIS RBED BUFFER
BEFORE IXCAVA7ION' NON z
I BEGINS .�.� \ ..�'—�v BU R WETLANDS o»��» ui
THE PIT BOUNDARY WILL ONLY BE CLEARED AS NEEDED. BEGINNING AT THE EAST SIDE AND —" —"»� Cf
�� "� 0 IOSO ? '-7'ERMi7 1 m
WORKING WEST. THE AREA WILL BE CLEARED, TOPSOIL WILL BE STOCKPILED, USED TO COVER �� °� &4;;c a 5p ONgGvA BOUNDARYUNE L `—" —
EXPOSED AREAS WHEN A SECTION OF THE PIT IS COMPLETE OR IT MAY BE SOLD AS NEEDED. N/F NON ,o B/LEA 'D BUEa — , _SPLIT THE <� WETLANDS
DANA STEWART DRAPER '�'� �� J P• aNG',yr / ' DRAINAGE SWALE FROM D �� 8• �qtl T
THEN THE SAND CAN BE EXCAVATED. THE WATER USED TO WASH OR SEPARATE THE SAND WILL DB 1192, PG 151 WETLANDS �� _v PIT PROCESSING AREA To A
DRAINED TO THE SKIMMER BASIN AS SHOWN. THIS TRAP WILL GROW AS THE PIT IS EXCAVATED AND / BOUNDARY DEWATERING BASIN
-p - EXISTING APPROXIMATE LOCATION OF
WILL EVENTUALLY BECOME THE POND. FIELD THE DEWATERING PUMP PUMP
TO THE DEWATERING ROSIN a
— HAUL ROAD DITCHES ARE EXISTING AND ESTABLISHED, EXCEPT FOR f/-60OLF OF PROPOSED
'
HAUL ROAD JUST BEFORE THE LEE PROPERTY (SEE DETAIL THIS SHEET), AND SHALL BE SEEDED '� UNDISTURBED BUFFER
'�" MUN� OIN 5 50
AS NECESSARY. PERMIT BOUNDARY LINE NPF EX -o
& WETLAND LINE ---- AXLE SKIMMER BASIN Jf I
TOP DVM£N.SMS - 50' X 100' I
— THE PERMIT BOUNDARY IS MARKED ON THE MINE MAP & IS THE LIMITS OF DISTURBANCE SILT FENCE NOT IN X DEPTH I
NIU UNDISTURBED BUFFER 2.1 SIDE SLOPES I
EXCEPT FOR ADJACENT TO THE WETLANDS THERE SHALL BE A 50' "UNDISTURBED" BUFFER. e0 WBR &WL B£ IO' LONG I
,1. 4' SAWMER WITH A 1.75' ORIFICE FOR A 2.98 DAY DRAW DOWN 77M£ I
THIS BASIN WILL EVENRL47LY BECOME THE POND
APPROX1M41E LO04T10N N/F 04 = 6.76 AC
— THE 100YR FLOOD PLAIN ENCOMPASSES THE ENTIRE PERMIT BOUNDARY WETLANDS OFFROPOSED THE TRUSTEES OF JOHNSTON 1
MONITORING WELL COMMUNITY COLLEGE J
DB 1856 PG 60
— THERE ARE NO WETLANDS WITHIN THE PERMIT BOUNDARY, ACCORDING TO A WETLAND MAP Nu
PROVIDED BY TRUE LINE SURVEYING, PC, CLAYTON, NC 10'
— THERE ARE NO KNOWN WELLS WITHIN 500 FT OF THE PIT. 7
NPF 8
— ALL BUFFERS ADJACENT TO THE WETLANDS SHALL BE CONSIDERED "UNDISTURBED" `� .I i I-1Ti-1Ti-1 i —1 i—I I_ITi-1Ti-1Ti-1 i-1Ti-1 i I_
LEGEND
SILT FENCE
SKIMMER BASIN
0 0 0 o
TEMPORARY CONSTRUCTION
ENTRANCE
=> TC"
TEMPORARY DIVERSION DITCH
> i
DRAINAGE SWALE
y
REV. NO.
1
REVISION DESCRIPTION
ADDRESS NCDENR COMMENT
PROPOSED
, PUMP
FA
HAUL ROAD FROM
PREVIOUS PERMIT #51-4
114 TTHE',� ?r x, HAi _
Ro4c ;c eLCIr. HEFs ____
N/F \\
DANA STEWART DRAPER
DB 2008, PG 1004
PUMP TO
DEWATERING BASIN
CATEGORY
AFFECTED ACREAGE
Tailing/Sediment F nc
0.14
AC
Stockpiles
0.23
AC
Wastepile
I 0.05
AC
Processing Area \ Hcul Pood
2.88
AC
Mine Excavation
13.51
AC
_1
Permit Boundary
16.81
AC
DATE ENGINEER
09/29/14
.1xu
NIF
DANA STEWART DRAPER
/ N/F
DANA STEWART DRAPER
BY
1rssF-`� I- q�yy ANDREW W HODGE, PE
ENGTNEE A W DODGE ENGINEERING
SEAL.
21094 ENGINEERING » LAND DEVELOPMENT CONSULTING
vG,k ��e DATE PO BOX 1401, SM/TH,7IELD, NC 27577
° PHONE: 919 — Q34 — 3490
W,• Ld/ FIRM # C-3998
�r .Oit-e4.
NPF
TYPICAL CROSSECTION
TOPSOIL & WASTE
STOCKPILE PIT
%nnr urn. na
MIN 1'
i L v CEPTH --
4
3 ' WIC_F
BOTTOM
DFPAIIVP PP 5VVAI' L
TYPICAL CROSSECTION
PIT EXCAVATION
CLIENT PROJECT
MATTHEW SAND &GRAVEL, INC
MA TTHE W PIT #4
SHEET TITLE:
MINE MAP
HORIZONTAL SCALE.
1 " = 200'
VERTICAL SCALE
1 N/A
D4TB
1 04/22/14
DWG f,:
1
14-04A
OCT 07
DENR-LT'
S? ORJ'0'e',%A I FR F
'ET
1 OF 4

s a«:cwm,«««««:»«»w me�: « m
---
:
�
q
�
Q
D
«
�
�

CONSTRUCTION SEQUENCE
1. OBTAIN GRADING PERMIT AND STORMWATER PERM17
(IF APPLICABLE).
BEFORE BEGINNING ANY LAND DISTURBING ACTIVITY
THE CONTRACTOR SHALL NOTIF7 THE AGENCY (OR
AGENCIES) THAT ISSUED THE GRADING AND STORMWATER
PERMIT(S), AS TO THE DATE THE LAND DISTURBING
ACTIVITY WILL BEGIN. DIVISION OF LAND RESOURCES. LAND
QUALiT7 SECTION, RALEIG,h. N.C. 919-791-4200
3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT
BASINS, CHECK DAMS, PERMANENT LEVEL SPREADERS OR OTHER
EROSION CONTROL MEASURES SHOWN ON THE APPROVED
PLAN CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
4. CALL 919-791-4200 DIVISION OF LAND RESOURCES,
LAND QUALITY SECTION, RALEIGH, N.C. FOR ON SITE
INSPECTION AND CERTIFICATE OF COMPLIANCE
5. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES
AS NEEDED, ROUGH GRADE SITE,
6. INSTALL STORM SEWER (IF SHOWN) AND PROTECT INLETS
WITH SILT FENCING, SEDIMENT TRAPS OR OTHER APPROVED
MEASURES AS SHOWN ON THE PLAN. INSTALL. THE APPROPATIVE
SIZED OUTLET DISSIPATER AS SHOWN ON THE PLANS AS INDIACTED IN
THE PIPE CHART BEGIN CONSTRUCTING BUILDINGS, ECT
7. STABILIZE SITE AS AREAS ARE BROUGHT UP TO GRADE
WITH VEGETATION, PAVING, DITCH LININGS, ETC.
8. GROUNDCOVEP, MUST BE APPLIED TO INACTIVE DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER IS
SHORTER, ON TEMPORARY AREAS, 15 WORKING DAYS OR 90 CALENDAR
DAYS, WHICHEVER IS SHORTER, ON PERMANMENT AREAS, 21 CALENDAR
DAYS, ON EXPOSED SLOPES, AND 15 WORKING DAYS OR 60 CALENDAR
DAYS, WHICHEVER IS SHORTER IN SENSITIVE WATERSHEDS.
9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS
ARE STABILIZED COMPLETELY, CALL FOR INSPECTION
(SEE NOTE #4 ABOVE).
10, IF THE SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS,
SILT FENCING, SEDIMENT BASINS, ECT., AND SEED OUT OR
PAVE ANY RESULTING BARE AREAS.
ANY STORMWATER RETENTION POND SHALL BE CLEANED
(SEDIMENT REMOVED) AND RECONSTRUCTED TO ELEVATION
AND VOLUME SPECIFICATIONS AS NOTED ON PLANS.
ALL REMAINING PERMANENT EROSION CONTROL DEVICES
SUCH AS VELOCITY DISSIPATERS SHOULD BE INSTALLED NOW.
11. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR
FINAL SITE INSPECTION (SEE NOTE #4 ABOVE).
12. OBTAIN A CERTIFICATE OF COMPLETION.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCH DEPTH.
J. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND M1X WITH SOIL (SEE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL —PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED (150 IBS/ACRE) ON A FRESHLY PREPARED SEEDBED AND
COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE.
IF STAND IS OVER 609 DAMAGED, RE—ESTABLISH FOLLOWING
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT
AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
SOIL PREPARATION
* AGRICULTURAL LIMESTONE — 2 TONS/ACRE (3 TONS IN CLAY SOIL)
* FERTILIZER — 1,000 LBS/ACRE — 10/10/10
* SUPERPHOSPHATE — 500 LBS/ACRE — 209 ANALYSIS
* MULCH — 2 TONS/ACRE — SMALL GRAIN STRAW
* ANCHOR — ASPHALT EMULSION @ 300 GALS/ACRE
SEEDING SPECIFICATIONS
1. TEMPORARY SEEDING
* SUMMER: GERMAN MILLET, 40LB/ACRE — MAY 1 THRU AUG 15
* FALL & WINTER: RYE (GRAIN), 120 LB/ACRE — AUG 15 THRU MAY 1
2. PERMANENT SEEDING
* TALL FESCUE, 80 LB/ACRE
* SERICEA LESPEDEZA, 20 LB/ACRE
* KOBE LESPEDEZA, 10 LB/ACRE
.i'
su 1 _ 1 re• L�• <:
Csa A _ Rrr:T
SILT FENCE WITH OUTLET
NOT TO SCALE
Plan
Inflow
structure
Average = <
Width W
Area of basin wa
top of principal spi
Inflow Baffles 1* Freeboard Embankment
structure
-•b' mm invert e e Lion f
Sediment Cross -Section
storage zone
View
SKIMMER BASIN WITH BAFFLES
NOT TO SCALE
MAINTENANCE
INSPECT BAFFLES AT LEAST ONE A WEEK AND AFTER EACH RAINFALL. MAKE
ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES SHOULD THE FABRIC OF A
BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
REMOVE DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT R41N AND TO REDUCE PRESSURE ON THE
BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT.
SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
AFTER THE CONTRIBU7ING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED,
REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS BRING THE
AREA TO GRADE, AND STABILIZE IT.
23' L.
coarse aggregate F`O
Flgvre 6.�a Graval oneance/evt keeps sedsnem hem leaving Slowul,u[don db (mo6lied (mm Ye SWCC`,.
r
6
TEMPORARY CONSTRUCTION ENTRANCE/EXIT
MAINTENANCE NOT TO SCALE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2 INCH STONE. AFTER EACH RAINFALL,
INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE
ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
REV. NO. REVISION DESCRIPTION DATE ENGINEER 40 `'«+ DRAWN B
ADDRESSED NCDENR COMMENTS 09 29 14 �Y
y AWH
FOSS/O `9 *.
Q� 5, ENGINEER21094
SEAL
n: "'qk
F
= GG �c ., waif netl'.-c t u 'b s dlgtr o„=:i nr across 9 e Ueti�::
BAFFLE SPACING
NOT TO SCALE
.. o+e-w>e m Sane eu vrossseam. _id'.
MAINTENANCE
'Sv, y oes q^ao,n f�tV,'n.
INSPECT ROLLED EROSION CONTROL ga
rercv, cM1und z're
PRODUCTS (RECP) AT LEAST WEEKLY emymexep
AND AFTER EACH SIGNIFICANT (112
INCH OR GREATER) RAW FALL EVENT
REPAIR IMMEDIATELY. f �6.
TYp'cal ms.n iu„„ GOOD CONTACT WITH THE GROUND
RWmlmroer,wl f
MUST BE MAINTAINED, AND EROSION ea<m<n, wrs
MUST NOT OCCUR BENEATH THE RECP, x`
ANY AREAS OF THE RECP THAT ARE
DAMAGED OR NOT IN CLOSE CONTACT
WITH THE GROUND SHALL BE
REPAIRED AND STAPLED. roi,aMin,VN,rmrck«.,1„
1F EROSION OCCURS DUE TO POORLY
CONTROLLED DRAINAGE, THE PROBLEM WWII yUNnN ,;°Ka °a.
SHALL BE FIXED AND THE ERODED ryas irM<
AREA PROTECTED.
MONITOR AND REPAIR THE RECP AS
NECESSARY UN77L GROUND COVER IS
ESTABLISHED.
1,0, S
oes:q.. r<memcs uc«e�..q z ivs<c.ego:�mmeow.y e:m�s. mars cr s„•.��- e.en ro grmm
cca ore sc mr:.eq<,<uon �v«,es meeemes
2 Giv rrenc�eM¢iro,F Gez�an.elz<..rrse,ceea,w41,15K SMu:C r,vlu;fe e.i�/ninloK<mrnl
n.l•.,p DITCH LINER
NOT TO SCALE
7►I li 2 ' min top
r
Steep cut 6 freeboard
or fill' a ' —inri=w A
slope
2:1 slope
or flatter
PERMANENT DIVERSIONS
MAINTENANCE NOT TO SCALE
INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE
CONSTRUCTION OPER477ON IMMEDIATELY REMOVE ANY OBSTRUC77ONS FROM
THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CHECK OUTLETS AND
MAKE TIMELY REPAIRS AS NEEDED. MAINTAIN THE VEGETATION IN A VIGOROUS,
HEALTHY CONDITION AT ALL TIMES.
Compacted soil
z'
Figure 6ma Temporary e�Men arversion dMe.
610.1
fnarsa acarenate
TEMPORARY DIVERSIONS
Bf3R OW 14T DEWYAATERINCx BASIN DETAIL
OETMLW Wow nii mix"am W.Un 472E u9fiw:,
" 0 I. a' E V it 1m1.1� IfT't 0 16
to Na T
F--- �.'� — , .'
va'rs. n91rte-i s —core rpf urn.l i
..M7E. . /pW�D T (tra;
O(R NC A'QlOW/i
'I i f
TYOAO
oFs.
ItltlIGiN ApWOOlH OR O�flNfATFL
ti
'�-� T�
11111T'�I'6 1R:1
' �~.
`f_ _
WIT 9PBBIAL Pp2 AN 7R 'n£ dour rPWVWL .
I
'•-..
I
per(
3�T III6TAL171tE1 P"FA61Hf
�g
�B! S. OF THE pONr�MI°EA aw
tl
llliil HHIM"ffiOE�
■IYMLOD UM, T'NE OIL'
I
I
e
OF SIB LOIN T7TTH to 41001111"
L.. WK.
{
tB+ iM1N�icT ALfiT-11sGtA� 1rr0ET�AIGI.
s
FOP S1E l Tull'
AR
!I(' A 1ION&
r'�
_ EAIFTi n7K;
- Ag,J��
�q I.pi
tltltl�B7+ NEE FOR,�v'fl81EITER[9) dk@1..
,#i!
-
AIInT�I�ONrABLt
IT T!lEPlffil�PP�'IgPALPI�C{OR�TO��'fwCT'7IX.
+'•a °��"�.�•... �—••ly—. t,.o^,.
i
pP��{{�� THL GF'F�7 IWO Tpl�lBN VlT O77OITT:AIN'2
TO A [MIE a
OW NTTN OF 5 IN.. SELViR TOP OF
`
SIN
CIM11fl PAfC.
s
I
PIIOYfOEA 1160a THE "
ar+T.er oP ltOP looE A[p AQf6Er or R
LT,
( Ilfimt �TPpfA1 ppLW1 P)
' !!
7lTAIO�RO FYJ[L 112TC-:.
—_
LBiA FiOEER 61FF..E-t STEEL POST£
aTO.OY fQ
- _
f E
TYPICAL SECTION VIE1N
MAINTENANCE '<�'11""""
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS
AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,
REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL
GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
ANOREW W HODGE, PE CLIENT
:
A W HOD GE ENGINEERING MATTHEW SAND &GRAVEL, INC
ENGINEERING • LAND DEVELOPMENT CONSULTING
PO BOX 1401, SMITH,-IELD, NC 27577 SHEET TITLE:
IE
i -�TIMI?OS
PIT
DEWATERING
BASIN
NOT TO SCALE
Arm Assembly
•`.
�I— 'C' Enclosure
PERSPECTIVE VIEW
watUnit y
PVC End
Cap
PVC Elbow
PVC Vent
Pipe
Schedule 40
, PVC Pipe
Water Surf,xe
PVC End
CcP
t
5cnedule 40
PVC Tee
IPVC
Pipe PVC Pipe \
"Holes in
A PVC Tee
Orifice
Underside Flexible
Plate
Hose
LINE
END VIEW FRONT VIEW
SKIMMER PIPE
NOT TO SCALE
FRONT VIEW
MIN. 12 1 /2 GA.
11VNI�ERSMEDIATE
i GRADE
STEEL POST
�- WOVEN WIRE FABRIC
,.,—SILT FENCE FABRIC
0
0
3
of N z FILL SLOPE
NOTES. N
GRADE
USE SILT FENCE ONLY WHEN DRAINAGE AREA _
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW I 6' MIN. COVER OVER SKIRT'
' FOR REPAIR OF SILT FENCE ANCHOR SKIRT AS
FAILURES, USE N0. 57 r DIRECTED BY ENGINEER,
WASHED STONE -
-OR ANCHOR WHEN SILT FENCE SIDE VIEW
IS PROTECTING CATCH BASIN.
STANDARD TEMPORARY SILT FENCE
MAINTENANCE NOT TO SCALE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY. REPLACE BURLAP EVERY 60 DAYS.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND TO
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERTY STABILIZED.
PROJECT:
MA TTHEW PIT 7#4
J;
ar:
Ci
K
G�
PHONE: [phone] EROSION AND SEDIMENT CONTROL
Zn FIRM # C-3998 DETAIL SHEET
t{
4
r IY
id
ITAL SCALE VERTICAL SCALE DATE- DWG #. SHEET
N/A N/A 04/22/14 14-04A 3 OF 4