NCG020936_COMPLETE FILE - HISTORICAL_20181115

2 V
NORTH CAROLINA
Department of Environmental Qual

��o
STORMWATER DIVISION CORING SHEET
NGG PERMITS
PERMIT NO.
jV C� v 7
DOC TYPE
LEI�ISTORICALFILE
❑ MONITORING REPORTS
DOC DATE
❑ aWsll /IS
YYYYMMDD

Permit Number NCG020936
Program Category
NPDES SW
Permit Typo
Mining Activities Stormwater Discharge COC
Primary Reviewer
rick.riddle
Coastal SWRule
Permitted Flow
Facility
Central Files: APS _ SWP _
1111 /2018
Permit Tracking Skip
Status
Project Type
Active
New Project
Version
Permit Classification
1.D0
COC
Permit Contact Affiliation
Facliity Name
Major/Minor Region
McBryde Farm Pit
Minor Raleigh
Location Address
County
Williford Rd SR 2200
Johnston
Facility Contact Affiliation
Princeton NC 27569 Wade Eason
PO Box 2151
Owner
_ Smithfield
NC 27577
Owner Name
Owner Type
Matthew Sand & Gravel Inc
C Nit Non -Government
i7 Owner Affiliation
CANT, RA Fit-F.S Shane Eason
pNl� SECTION
PO Box 2151
Dates/Events
Smithfield
NC 27577
Scheduled
Orig Issue App Received Draft Initiated
Issuance Public Notice issue Effective
Expiration
10/31/2018 81812018
10/31/2018 10/31/2018
9/30/2020
Regulated Activities
Requested !Received Events
Mining activities - stormwater discharges
RO staff report received
9/28118
RO staff report requested
818116
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S. REGAN
Secretary
WILLIAM E. (TOBY) VINSON, JR.
Interim Director October 31, 2018
Wade Eason
Matthew Sant] and Gravel, Inc.
PO Box 2151
Smithfield, NC 27577
Subject: General Permit No, NCG020000
McBryde Farm Pit
COC NCG020936
Johnston County
Dear Mr. Eason:
In accordance with your application for a discharge permit received on August 08, 2018, 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.
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 C-9 of the North Carolina Stormwater BM P Manual,
available at: http://Dortal.ncdenr,g/web/lr/bmp-manual.
This general permit allows the discharge of stormwater. If separate point -source discharges of stormwater
occur (i.e., stormwater notcombined with mine dewatering water), you will be required to adhere to the
conditions in this permit for stormwater discharges.
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 (919)
707-3648.
Sincerely,
for illiam E. (Toby) Vinson, P M
Interim Director
cc; Raleigh Regional Office
Central Files
Stormwater Permitting Program Files
DEQ��
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
512 North Salisbury Street 1 1612 Mail Service Center I Raleigh, North Carolina 27699-1612
919.707.9200

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020936
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,
Matthew Sand and Gravel, Inc.
is hereby authorized to discharge stormwater from a facility located at
McBryde Farm Pit
Williford Road (SR 2200)
Princeton, NC
Johnston County
to receiving waters designated as Neuse River, a class WS-IV, NSW water in the Neuse River
Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, I1, I11, IV, and V of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective October 31, 2018
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day October 31, 2018.
J
for William E. (Toby) Vinson, Jr., PM
Interim Director,0 Division o nergy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

I
Division of Energy, Mincrai and Land Resources /
Land Quality Seetion — StorniNvater Permitting Program
National Pollutant Discharge Elimination System
NCG020000
NOTICE OF INTENT — General Permit Application
FOR AGENCY USE:ONLY
Date RWicrd
1'car Manth t)a
Certificate of Co%CM •c
'h ck N Amount
Pennit Assi aed to
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG020000:
STORMWATER AND/OR WASTEWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 14XX Mineral Mining Industry (except as specified below) and
like activities
The fallowing activities are included:
• Active or inactive mining operations (including borrow pits —except for NCDOT borrow pits) that discharge
stormwater contaminated with or that has come in contact with, any overburden, raw material, intermediate
products, finished products, byproducts or waste products located on the site of such operations;
• Stormwater from vehicle maintenance activities (VMA) at mining operations;
• Overflow from facilities that recycle process wastewater; and/or
• Mine dewatering (wastewater)
The following activities are specifically excluded from coverage under this General Permit:
• Stormwater discharges associated with peat mining, coal mining, and metal mining;
• Stormwater discharges from mining operations which are intermixed on site with stormwater from concrete
operations;
• Stormwater discharges associated with oil and gas extraction operations; and
• Stormwater discharges associated with tourist gem mines
• NCDOT borrow pits (covered under individual permit NCS000150)
The following discharges are covered by NPDES general permit NCG520000 instead of NCG020000:
Point source discharges of stormwater and wastewater from in -stream sand mining operations (sand dredging
or dipping operations) are covered instead by NPDES General Permit NCG520000, administered by the Division
of Water Resources NPDES Wastewater Permitting Program. Please contact DWR for more information.
Please print or type all entries In this application form.
1) Mailing address of ownerloperator (official address to which all permit correspondence will be mailed):
Legal Owner Name Matthew Sand and Gravel Inc.
(Attach the most recent Annual Report to the NC Secretary or Slate showing the current legal name of the corporation or entity.
Alternatively this permit can be given to an individual or government authority. This name must be the same name as appears on the
Division of Energy, Mineral, and Land Resources' Mining Permit.)
Signee's Name (as signed for in question 41. at end) Wade Eason
Street Address PO Box 2151
City Smithfield State NC ZIP Code 27577
Telephone No. 919-934-9941 E-mail [e-mail]
Alternate Contact Name" Shane Eason E-mail (if different)
Alternate Contact Telephone (if different)
`Alternate contact should be affiliated with the OwnerlOperator. Consultant information can be provided
in question 5.
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2) Location of facility producing discharge:
Facility Name McBryde Farm Pit
Facility Street Address Williford Rd. (SR2200)
Facility City Princeton State NC ZIP Code 27569
Facility County Johnston
Facility Contact Wade Eason
Telephone No. 919-934-9941 Fax:
Contact E-mail andrewsgp09 a2gmail.corn
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). From Stricklands Crossroads Rd, turn rt. On Devils
Racetrack Rd., left onto Westbrook Low -grounds Rd., rt. onto Bentonville Rd., left onto Harper House
Rd., left onto Richardson Bridge Rd., turn rt. onto Willifor Rd
4) Facility Location Coordinates:
5)
Latitude 35.34870 N Longitude-78.18195 W (degrees 1 minutes 1 seconds or decimal
degrees)
Consultant Information (if applicable):
Consultant: Andrew Hodge, PE
Consulting Firm: Adams & Hodge Engineering, PC�
Mailing Address: 314 East Main Street
City: _ Clayton
State: NC Zip Code: 27520
Phone: [phone] Fax: (___ _}
E-mail:
Permits:
6) This NPDES Permit Application applies to which of the following:
0 New or Proposed Facility__
❑ Existing
7) Standard Industrial Classification:
Date operation is to begin: ASAP
Date began mining:
loptional)
Staple Business Card Here
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
8) Provide a description of the types of minerals mined at this facility: SAND
9) Is this a PROCESSING -ONLY facility for materials mined elsewhere?
© No CE Yes
10) Is this an inactive mine site?
© No
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❑ Yes If yes, have you certified to the Stormwater Permitting Program that all portions of the site where
clearing, grading, and/or excavation activities have occurred have been stabilized?
❑ No ❑ Yes (If yes, the site may be eligible for "Dormant Status" and reduced BMP
inspections. See the General Permit.)
11) Does this facility already have a valid Mining Permit from DEMLR's Land Quality Section?
0 No If no, please indicate the status of the Mining Permit application: REVIEW
❑ Yes If yes, please provide the Mining Permit number: Also provide a copy of
the DEMLR Mining Permit with this NPDES application.
12) Does this facility have any other NPDES permits?
I3 No
❑ Yes If yes, list the permit numbers for all current NPDES permits for this facility:
13) Are you applying for a discharge permit in the same location as a previously permitted mine?
0 No
❑ Yes if yes, specify permit number and mine name if known:
14) Does this facility have any Non -Discharge permits from DWR (e.g., recycle permits)?
0 No
❑ Yes If yes, list the permit numbers for all current Non -Discharge permits for this facility:
15) Does total area of this mine site Include ready -mixed concrete plant and/or asphalt plant areas?
© No
❑ Yes If yes, do they have separate NPDES stormwater permits? ❑ No ❑ Yes (provide permit
number(s)
If not owned by the same company, who is the owner?
Development Activities and Buffers:
16) Will this mining operation precede development activities at this site?
El No
❑ Yes
17) Is this mine located within one of the 20 Coastal Counties, and will it add more than 10,000 ft2 of
impervious surface?
❑ Yes (to both)
❑ No, this mine site IS in one of the 20 Coastal Counties but will NOT add 10.000 ft2 of impervious
surface.
0 No, this mine site is NOT in any of the 20 Coastal Counties.
If this site is in one of the 20 Coastal Counties, you may be required to apply for an additional State
Stormwater Permit. Check with your local Regional Office (see contact information and checklist
below).
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18) Is this mine located the Neuse, Tar -Pamlico, or Catawba River Basins, or the Randleman or Jordan
Water supply Watersheds?
❑ No
0 Yes If yes, what size stream buffers are included on site? 50 ft. You must show buffers on site
plans. Also include information and plans showing diffuse flow through buffers as required.
Discharge Points, Receiving Waters &_Wetlands:
19) Receiving waters:
What is the name of the body or bodies of water (creek, stream, river, lake, etc,) that the facility stormwater
andlor wastewater discharges will end up in? Neuse River and Mill Creek
To find the waterbody, please see the "MAPS" tab on httoilportal.ncdonr.orcilweb/wcI for a map of NC
Surface Waterbody Classifications.
Receiving water classification(s) for the waters: WS-IV; NSWIWS-IV: NSW
If the site will discharge to a separate storm sewer system, name the operator of the separate storm sewer
system (e.g. City of Raleigh municipal storm sewer). NIA
Discharge of wastewater to receiving waters classified as WS-II through WS-V, or SA, must be
approved by the Division of Water Resources (DWR) or Division of Marine Fisheries (DMF). DEMLR
cannot grant coverage under NCG020000 without that approval. Also be advised that no new
discharges of wastewater are permitted in receiving waters classified as WS-1 or freshwater ORW.
Wastewater discharges to saltwater ORW will not be approved under General Permit NCG02 but may
be eligible for an individual permit.
20) Will this mine site discharge wastewater or stormwater to waters classified as High Quality Waters
(HQW), Primary Nursery Areas (PNA), Trout (Tr) waters, or a class with a symbol like "+" or "@" that
denotes a special management strategy is in place?
® No
❑ Yes, PNA"
❑ Yes, HOW* ❑ Yes, includes"+" or °@
❑ Yes, Trout jr)
21) Will this mine site discharge wastewater or stormwater to waters classified as Shellfish (SA) waters?
®No
❑ Yes, SA*
•
*For questions 19-20, be advised that the NCG02 General Permit limits the discharge volume of total combined
wastewaters to 50 percent of the receiving water in -stream flow under 7Q10 conditions in HQW waters (PNA and
SA waters are considered HQW by definition). You maybe required to contact USGS to obtain a 7Q10 flow.
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22) Will this mine site discharge wastewater or stormwater to impaired waters, or to waters with an
approved "Total Maximum Daily Load" (TMDL)?
To find impaired waters, please see the "Impaired Waters" map on the "MAPS" tab on
http:llportal. ncden r.orglweblwq.
To find approved TMDLs in North Carolina, please see DWR's Water Planning Section website:
htti):Ilportal.ncdonr.org/web/wg/ps/mtu/tmdl/tmdls.
❑ No
® Yes, these waters are impaired for (list pollutants): Fecal Coliform (Recreation), Copper
0 Yes, these waters have a TM DL for (list pollutants): Nitrogen
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23) List discharge points (outfalls) that convey discharge from the mine site (both on -site and off -site) and
location coordinates. Attach additional sheets if necessary, or note that this information Is specified
on the site plan. Include proposed maximum daily flow rate for each wastewater outfall.
You must show all discharge points clearly on the submitted site plan. Be advised that NCOEQ may
require you to apply for an individual permit, based on proposed discharge rates and receiving stream
conditions (low flows, impairments, etc.)
Stormwater
Stormwater Outfall No.
Latitude (degrees/minuteslseconds or decimal degrees): N
Longitude (degrees/minutes/seconds or decimal degrees): W
Stormwater Outfall No -
Latitude (degreesiminutes/seconds or decimal degrees): N
Longitude (degrees/minutes/seconds or decimal degrees): W
Stormwater Outfall No.
Latitude (deg reeslminutesiseconds or decimal degrees): N
Longitude (deg reeslminutesiseconds or decimal degrees): W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (deg reeslminutesiseconds or decimal degrees):
W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (deg reeslminuteslseconds or decimal degrees):
W
Mine Dewatering
Mine Dewatering (Wastewater) Outfall No.
Proposed maximum flow rate:
Latitude (degrees/minutes/seconds or decimal degrees);
N
Longitude (deg reeslminutesiseconds or decimal degrees):
W
Mine Dewatering (Wastewater) Outfall No.
Proposed maximum flow rate:
Latitude (deg reeslminuteslseconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Process Wastewater
Process Wastewater Outfall No. Wastewater Description:
Proposed maximum flow rate:
Latitude (degrees/minuteslseconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Process Wastewater Outfall No. Wastewater Description:
Proposed maximum flow rate:
Latitude (degreeslminuteslseconds or decimal degrees):
Longitude (degreeslminuteslseconds or decimal degrees):
N
W
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24) Help us understand what will happen to the dewatering water at this mine site:
❑ N/A — this mine is not dewatering at all and will not dewater in the future.
a) Will this mine be dewatering and discharging to waters of the state? (Answer only if dewatering)
® No
❑ Yes If yes, where to? ❑ Surface Waters and/or Wetlands (on -site or off -site)
❑ Other (on -site or off -site) Describe:
b) Will this mine be dewatering but not discharging to waters of the state? (Answer only if dewatering)
❑ No
® Yes if yes, explain how you are dewatering, and where that water will be directed: Basins are
designed to non -discharge stormwater control specs, see attached calculations. —
25) Are there wetlands or surface waters within 400' of the mine flit perimeter?
❑ No
® Yes If yes, what distance are they from the mine pit perimeter? 50 feet.
26) Will mining operations require dewatering near wetlands or other waterbodies, and will dewatering
potentially impact any wetlands or other waterbodies?
❑ No, dewatering will'not occur near (within 400') of wetlands or other waterbodies (e.g., streams, lake, etc.)
®Yes, dewatering will be near wetlands or other waterbodies
*Put boundary width sufficient as to not impact wetlands. See attached Skagg Method Calculations.
Wetlands must be CLEARLY DELINEATED on the site plan. Mine dewatering activities that have the
potential to drain wetlands or otherwise impact surface water or groundwater MUST develop and implement
a Pumping Operation and Monitoring (POM) Plan that has been approved by the Department.
For sites that may drain wetlands — approval of a POM Plan may be required prior to coverage under
this permit. The POM Plan should be submitted to the appropriate Regional Office and in all cases must be
approved prior to operation.
The plan shall include, but is not limited to: (1) Groundwater monitoring strategies to demonstrate the effect of
pumping and to establish any pumping regime necessary to reduce impacts, and (2) Detailed plans to maintain
surrounding hydrology and respective monitoring to demonstrate compliance. -See checklist at the end of the -
application. Contact the Regional Office for questions specific to your mine.
27) Have you been required to obtain 4041401 Certification permits?
®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:
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28) Have you been required to obtain a wetland delineation certified by the US Army Corps of Engineers?
❑ No ED Yes If yes, please attach to application submission. See enclosed Corps. Of
Engineers Report.
Stormwater gMPs and Vehicle Maintenance:
29) Does this facility employ best management practices for stormwater control?
❑ No ®Yes if yes, please briefly describe: Basins, temporary diversion ditches, and silt
fends have been designed to handle stormwater.
30) Does this facility have a Stormwater Pollution Prevention Plan?
®No ❑ Yes If yes, when was it implemented? One will be implemented once permit is
received.
31) Are vehicle maintenance activities (VMA) occurring or planned at this mine site?
® No []Yes, If yes, will VMA area runoff discharge into the wastewater treatment system(s)?
❑ No, VMA runoff will discharge separately through a stormwater outfall
❑ Yes, VMA runoff will drain back to the mine pit or other wastewater system
Wastewater Treatment Facilities:
32) Will mine dewatering occur? (Yes, we are asking about dewatering again.)
❑ No
0 Yes If yes, will the mine discharge this water?
33) Will this facility wash mined materials?
0 No
® Yes If yes, will the mine discharge this water? No
34) Will discharges of process wastewater treatment systems occur (including possible recycle system
overflows)?
® No
❑ Yes If yes, describe what kind of systems:
35) Will this facility employ chemical additives to flocculate suspended solids?
NNo
❑ Yes If yes, provide the name, manufacturer, and the quantity of average daily usage of the chemical
additive (if known):
Note: Please see our website for a list of evaluated polyacrylamide (PAMS) products for use in North
Carolina: http:ltportal.ncdenr.org/web/Ir/construction-stormwater
36) Will any of the wastewater treatment facilities at this mine overflow only during rainfall events that
exceed the 10-yr, 24-hr rainfall event?
❑ Yes If yes, which treatment systems are those?
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NCG020000 N.O.I.
® No, all wastewater treatment facilities will discharge more frequently (i,e., during smaller rain events)
37) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
® No
❑ Yes
P
38) A Wastewater treatment alternatives review is required by 15A NCAC 2H.0105 (c)(2)
for any new or expanding water pollution control facility discharges in North Carolina. You may
attach additional sheets. List the types of wastewater this mine site will discharge:
X Mine Dewatering Site not discharging. See 24(b)
X Process Wastewater (such as washing or recycle system overflows, other mining activity wastewater)
a) What wastewaters were considered for this alternatives review? X Dewatering X Process WW
b) Connection to a Municipal or Regional Sewer Collection System:
i) Are there existing sewer lines within a one -mile radius? ..................................... ❑ Yes X No
(1) It Yes, will the wastewater treatment plant (WWTP) accept the wastewater? .... ❑ Yes ❑ No
(a) If No, please attach a letter documenting that the WWTP will not accept the wastewater.
(b) If Yes, is it feasible to connect to the WWTP? Why or why not?*
c) Closed -loop Recycle System (meets design requirements of 15A NCAC 2T .1000):
i) Are you already proposing a closed -loop recycle system (CLRS)? ......................... X Yes ❑ No
(1) If Yes, for what type of wastewater at this mine site? ® Dewatering ® Process WW
(2) If No, is this option technologically feasible (possible)? Why or why not?*
H
(3) If No, is it otherwise feasible to build a CLRS at this site? Why or why not?*
(4) What is the feasibility of building a CLRS compared to direct surface water discharge?*
Surface or Subsurface Disposal System (e.g., spray irrigation):
i) Is a surface or subsurface disposal technologically feasible (possible)?
Why or Why not?* NIA
.................. ❑ Yes ❑ No
ii) Is a surface or subsurface disposal system otherwise feasible to implement?*............ ❑ Yes ❑ No
Why or Why not?* NIA
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iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct
discharge to surface waters?*
e) Direct Discharge to Surface Waters. Is discharge to surface waters the most environmentally sound
alternative of all reasonably cost-effective options for the wastewaters being considered?*
❑ Yes ❑ No Non -Discharge Stormwater controls implemented.
f) If this review included all wastewater discharge types, would excluding some types (e.g. mine
dewatering) make any of the above non -discharge options feasible for some of the wastewaters?
❑ Yes ❑ No Non -Discharge Stormwater controls implemented.
' Feasibility should take into account initial and recurring costs. You may be asked to provide
further information to support your answers to these questions after the initial review.
Other:
39) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
® No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
® No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
® No ❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport I disposal vendor: _
Vendor address:
40) Is your facility providing appropriate secondary containment for bulk storage of liquid materials? (See
permit text for secondary containment requirements.)
® No
® Yes
41) Does your site have an active landfill within the mining permit boundary?
® No
❑ Yes If yes, specify type: ❑ LCID (Land Clearing and Inert Debris) ❑ Other:
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Final Checklist:
t This application will be returned as incomplete unless all of the following items have been included and
initialed for. Please show that the following required information has been included by initialing in each
space below. In review
® Fee of $100 made payable to NCDEQ.
® 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, receiving waters, and 100-year flood plain line if
applicable.
® A copy of your US Army Corps -approved wetland delineation if you marked "yes" to question 27 above.
® A line drawing of the water flow through the facility or block flow diagram. A pictorial description of the
nature of any sources of water and any collection and treatment measures.
NIA 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. Indicate the Regional Office Contact:
• Applicant has included a detailed list of impervious surface areas and percentages, sub -drainage
areas, and total drainage area.
-OR-
If the mine is dewatering and near wetlands, or may otherwise impact surface waters or groundwater,
include the following and contact your local regional office about a Pumping Operation and
Monitoring (POM) Plan. An approved POM plan may be required prior to NCG02 issuance.
2 copies 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 controlslBMPs, vehicle maintenance areas, settling basins, product process (such
as screening, stockpiles, waste piles), total drainage area, impervious surface percentages (if
state SW programs apply), applicable buffers, and access and/or haul roads).
Pump dewatering size and information on its specifications.
Well information (design, depths, maintenance).
Physical monitoring for the wetlands areas. Closed loop system
Settling pond sizing information, if applicable.
Level spreader design, if applicable. non -discharge Stormwater Control used
Details about dewatering method.
Cone of influence calculations.
Description of measures to prevent erosion and flooding.
Description and information about 401/404 permits that have been obtained.
Copy of US Army Corps of Engineers wetland delineations or approved wetland delineation (if
applicable).
I have contacted my local regional office about a POM Plan.
Regional Office Contact: . Date contacted:
I will not impact any nearby wetlands, surface waters, or groundwaters 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
Page 11 of 13
SWU-NCG02-NOI Last revised 9/1012015

NCG020000 N.O.I.
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 (510,000).
41) Signatory Requirements (per40 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; of
(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, I agree to abide by the approved Mining Permit for this mining activity. (A copy of the valid mining
permit must be attached to this request.)
2. 1 agree to not discharge any sanitary wastewater from this mining activity except under the
provisions of another NPDES permit specifically issued therefore.
3. 1 agree that bulk storage of petroleum products and other chemicals shall have adequate protection
so as to contain all spills on the site.
4. 1 agree that solid wastes will be disposed of in accordance with N.C. statutes and rules governing
solid waste disposal.
5. 1 agree that maintenance activities for vehicles and heavy equipment will be performed so as to not
result in contamination of the surface or ground waters.
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 erson Signing: 1 Wade Eason
Title: �� S
(Signature of Applicant) ate igned
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to NCDEQ.
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
Page 12 of 13
SW U-NCG02-NOI Last revised 9/10/2015

NCG020000 N.O.I.
The submission of this document does not guarantee coverage under the NPDCS
NCG02 General Permit. Upon review of the submittal, the Division may
determine that coverage under an individual permit is more appropriate. Also be
advised that renewed and continued coverage under NCG02 may be dependent
upon the permittee's compliance success and/or status of the receiving waters.
For questions, please contact the DEMLR/Land Quality Section Regional Office for your area.
DEMLRfLand Quality Section Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...
[phone]
Wilmington Office...
[phone]
Winston-Salem ......
[phone]
Central Office ...... _..
[phone]
Page 13 of 13
SWU-NCG02-NOI Last revised 9/10/2015

11. El
r ADAMS & HODGE
�^Jz ENGINEERING, PC
August 8, 2018
Stormwater Permitting Program
Division of Energy, Mineral and Land Resources
1612 Mail Service Center
Raleigh, NC 27699-1612
Subject.: NCG02 -- Notice of Intent
McBryde Farm Pit
Johnston County
f
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.
It' you have any questions or comments, please give me a call at 919-369-1938 or email to
[e-mail] .
Sincerely,
Andrew W Hodge, PE
AUG 0 8 2018
DENR-LAND QUALITY
STUMIKI-ER PERMITTING
ADAMS & IIODGE ENGINEERING, PC • 314 East Main Street, Clayton, NC 27520 * 919-369-1938 / 919.763-7278 e Firm # C-4187

d
MAT -THEW SAND & GRAVEL. 4 i.. pp G
P.0- 60X 2151 • - ' I. . : QV�iJ
SMITHFIELD,NC 27577 ;. `y F7 _ 86•tizes y
----- .---:..�-*'� • - - �D�� Mule
P 'Y the
$
frder of
110110).
` BRANCH BANNING AND TRUST COMPANY
14CO•BANK BSF BHT.oan
For PIPI-1 RAJ. ~ 1
i0 L 2 bte0005 L9896 24 �6u"088D�"
a

ENGINEERING
CALCULATIONS
FOR
MCBRYDE
FARM PIT
CAR0%
.'aQ` O�ESS10 e
2 QQ� 'L Z
SEAL
2�094

McB ryde Pit
Dewatering Basin to act as a "non -discharge stormwater control"
If the basin can handle the 25yr storm event and regain capacity within 5 clays it will meet the
criteria. (see attachment)
The dewatering basin will receive flow from the pumps (77,400 gpd or 0.12 cfs, see attached
calculations) as well as surface water (4.85 ac or Q25 = 8.74efs, see attached calculations)
A 40' X 80' X 3' dewatering basin is proposed. The surface area and volume are greater than
that required for a dewatering basin sized for these proposed pumps (required 20' X 40' X3' see
attached "dewatering basin design" worksheet)
The attached calculations show that this dewatering basin will also act as a "non -discharge
stormwater control", because the volume and surface area is large enough for the Q25yr storm
event plus flow from the dewatering pumps and the time to drain is less than 5 days.
Attached are specifications and information the client provided pertaining to the dewatering
pump that will be used at the site. The client also provided hours of operation. See below
7AM — 5PM = 10hrs @ 80 gpm = 48,000 gallons
5PM -- 7AM = 141irs @ 35 gpm = 29,400 gallons
77,400 gallons per day or 0. 12cfs

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
aurine a representanve storm event as aennea petow.
Monitoring Exemption
Analytical monitoring is not required for any basin or pond designed to contain the 25-year, 24-
hour storm (see Part Vll, 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 1
Semi-annual
Grab
SDO
Total Suspended Solids
mg/1
Semi-annual
Grab
SDO
Turbidity4
NTU
Semi-annual
Grab
SDO, or U,D4
Total Rainfalls
inches
Semi-annual
--
--
Event Durations
minutes
Semi-annual
Estimate
--
Total FIow6
MG j
Semi-annual
Estimate
SDO
Footnotes:
1. Measurement Frequency: Twice peryear during a representative storm event as defined for this permit.
Failure to complywith semi-annual monitoring in accordance with permit terms for any six-month
Monitoring pertod-immediatelytriggers monthly monitoring for the remaining nermittgrm.
2. Grab samples shall he 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).
5. 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 Ili Page S of 16 Pages

Dewatering Basin Design 'items in red are inputs
Version 2.27.09
STEP 1: Input required variables
Pump Rate:
Retention Time:
Required Volume:
85 GPM
2 hours
STEP 2: Design of the Dewatering Basin
Final required Volume: -1363:459' ft'
Design Depth: 3 not to exceed 3 feet
Proposed Basin Side Slopes: 2.0 :1 side slopes "must be at least 1.5:1 or flatter
OPTIONS
2:1(L:
3:1(L:W1
Su f ested'Top,Width.ft:
16'
13` .. -
Su esti3d'To ;Length'aftj:
32:
39i
F1i1atlDijs-t�nTb�lL�en th� ft `"t'r`• -,�,: """"•
c u4iwa-...?ir,!,� �s•Y-ai:�:.
�"�`Y44�'�"'T°
.vtf '..{Y• .i:if r. t1
��""'�;51�",;,,'
tr a'�i�4.W3i
xt}#.,f-n!1.^iN,yi';'.•Y[L\�l;'n..5.(F.' S{L'S:� 7-:1�-i%. f
2�tM :�ki �ii>•YC! � _ .4in;"tii'�v: �L-= f � -. �i•• �, 6
6��•.�`!!Wlo t-lir-'`.i�`--!-jy^�i .� ;` V`-• •'-5' .;Fj:-..v:`''-)1ti.
�a'^.r•w�'i:idrS::�yY.T`r.�rr�cr`,;lYy tt �'tiw„'::t r,�-fi':ti�-`r��`s��'fi-s;�.;:CY
l.•
)D.}
y
.'r,"-�'�'ry`>�K`:�'•f�
{7r ::-./g 1
1521-`
k..•rf-.n,Pa
.SL'i'��0�.�`,f-s'C�`
Comments:

% ; p -:: � ,& " " - " �-- >
112,
I
11
i

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ca
a
a
a
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8 9s
RN

910611.
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DURV/OOo CWNC MARTIrJ
rAX: nena907
PIN: ZfADOO-: 7 Mrs
GOOK'? A!:E: OOC-O.YQ320
I.ONING: BAH
McBryde Pit
Drainage area to
dewatering basin
4.85ac
.ems
is • � �,r, f
T
)D_,
Proposed 40x8Ox
dewatering basin

l
154 �, Soil Survey
TABLE; 15.--PHYSICAL AND C1IEMICAL PROPERTIES OF THE SOILS
(The symbol < means leas than; > me S more than. Entr s under "Erosion $actors--T" apply to the entire
profile. Entries under "Organic matter" apply only 0 the surface layer. Absence of an entry indicates
that data were not available or ware not estimated}
Soil name and IDepthl
map symbol I I
I I
Clay
I Moist IPe=Mability
I hulk I
I density I
I Erosion I
Available) Soil (Shrink -swell } factors I Organic
I water Ireaationl potential I I I matter
(capacity I 1 E E 1 T i
I In I
8ct
I 4/cc l
In/hr
11 In/in I pH
T
I I I
I Pct
KtA-------------- 1 0-111
10-20
11.30-1.501
2.0-6.0 )l
I
10.12-0.2013.6-6.5
I I I
ILow---------- 10.241
I
5 1 .5-3
x1tavista 111-471
18-35
11.30-1.501
0.6-2.0-
10.12-0.2013.6-6.0
ILow---------- 10.241
1
1
1------------- 1----I
I
I
I I
I I
1 I I
I I
I
I
Applinq---------1 0-101
5-30
11.45-1.651
2.0-6.0
10.08-0.1314.5-6.5
(Low ---------- 10.151
4 1 .5-2
110-611
35-60
11.25-1.451
0.6-2.0
10.15-0.1714.5-5.5
ILow---------- 10.281
1
161-991
20-SO
11.25-1.451
0.6-2.0
10,12-0.1614.5-5.5
ILow---------- 10.281
1
186-991
---
I ^-- I
---
I --- I---
I-------------
I
I I
Yarlboro-------- 1 0-8 1
5-20
I I
11.30-1.601
2.0-6.0
I I
10.09-0.1414.5-6.5
I I I
ILow---------- 10.201
1
5 1 .5-2
1 8-481
35-65
11.20-1.501
0.6-2.0
10,14-0.1814.5-6.0
ILaw---------- 10.201
1
148-701
30-60
11.20-1.501
0,6-2.0
10.12-0.1814,5-6.0
IIAw---------- 10.201
1
1 1
1 1
1 1
1 1 1
1
ASX-------------- 1 0-111
5-20
11.40-1,701
2,0-6.0
10.10-0.1514.5-6.0
ILow---------- 10.201
4 1 .5-2
Augusta 111-431
20-35
11.35-1.601
0.6-2.0
10,12-0.1814.5-6.0
ILow---------- 10.241
1
143-601
---
I --- 1
0.6-20.0
1 --- 1 ---
1------------- I----1
I
I I
AUA -------------- 1 0-221
2-10
I I
11.60-1.701
>6.0
I I
10,04-0.0914.5-6.5
I I I
(Low ---------- 10.101
I
5 1 .5-1
Autryville 122-311
10-25
11.40-1.601
2.0-6.0
10.08-0.1314.5-5.5
(Low ---------- 10.1Q1
1
131-581
2-8
11.60-1.701
>6.0
10.03-0.0814.5-5.5
ILow---------- 10.101
1
158-701
10-35
11.40-1_601
0.6-2.0
10.10-0.1514.5-5.5
ILow---------- 10.171
1
1 1
Bb---------------1 0-231
2-18
1 1
11.25-2.551
0.6-2.0
1 1
t0.12-0,1814.5-5.5
1 1 1
(Low ---------- 10.201
1
5 1 .5-2
Bibb 123-601
2-16
11,30-1.601
0.6-2.0
10.12-0.2014.5-5.5
1,L*w---------- 10.371
1
1 1
BnA-------------- 1 0-521
1-7
1 1
11.30-1.601
6.0-20
1 t
10.03-0.0714.5-6.0
I I I
ILow---------- 10.101
I
5 1 .5-1
Blanton 152-971
12-40
11.60-1.701
0.2-2.0
l0.10-0.15l4,5-5.5
ILow---------- 10-201
1
1 1
B*A -------------- 1 0-281
2-8
1 1
11.30-1.701
6.0-20
1 1
10.04-0.0814.5-6.0
1 1 1
ILow---------- 10.101
1
5 1 .5-2
Sonneau 128-531
13-35
11.40-1.601
0.6-2.0
10.10-0.1514.5-5.5
1Low--------- 10.201
1
153-711
15-40
11.40-1.601
0.6-2.0
10.10-0.1614.5-5.5
{hom---------- 10.201
1
1 1
COB -------------- 1 0-9 1
5-20
1 1
11.30-1.501
2.0-6.0
1 1
10.12-0.1414.5-6.5
1 1 1
1Low ---------- 10.281
1
4 1 S-2
Cecil 1 9-721
1 1
35-70
11.30-1.501
0.6-2.0
10.13-0.1514.$-5.5
ILow---------- 10.281
1
1
COG -------------- 1 0-151
5-20
1 1
11.30-1.501
2.0-6.0
! 1
10.12-0.1414.5-6.5
1 1 l
ILow---------- 10.281
4 1 .5-2
Cecil 115-521
35-70
11.30-1.501
0.6-2.0
10.13-0.1514.5-5.5
ILow---------- 10.281
1
t5z-601
---
I --- I
---
I --- I---
1------------- 1 ---- 1
I !
Cb--------------- 1 0-6 1
10-35
I I
Ii.30-1.601
0.6-2.0
I I
10.15-0.2414,5-6.5
I I 1
ILow---------- 10.281
I
5 1 1-4
Chewacle. 1 6-321
18-35
11.30-1.601
0.6-2.0
10,12-0.2014.5-6.5
17,ow----------10,281
1
132-441
18-35
11.30-1.501
0.6-2.0
10.15-0.2414.5-7.8
ILo----------- 10.321
1
144-601
---
I --- I
---
I --- I---
i------------- 1----1
I
I I
COB, CoC--------- 1 0-6 1
3-10
I I
11.30-1.701
2.o-6.0
I I
10.06-0.1014.5-5.5
I 1 I
ILow---------- 10.151
I
4 1 <1
Cowarts 1 6-341
25-40
11.30-1.501
0.2-2.0
10.10-0.1614.5-5.5
ILow---------- 10.281
1
134-691
18-35
11,45-1.751
0.06-0.4
10.10-0.1414.5-5.5
ILow---------- 10.241
1
1
1
1 1
DOA -------------- 1 0-101
5-10
1 1
11.35-1.501
2.0-6.0
1 1
10,08-0,1513.6-5.5
1 1
11.wr---------- 10.281
5 1 .5-1
rogue 110-5S1
35-50
11.45-1.601
0.2-0.6
10.12-0.1913.6-5.5
lHoderate----- 10.281
1
155-751
5-30
11.30-1.501
0.5-6.0
10.05-0.1413.6-5.5
ILow---------- 10-171
1
I i
F'aA-------------- 1 0-131
5-20
I I
11.40--1.651
6.0-20
I t
10.06-0.0914.5-5.5
I I I
ILow---------- 10.281
I
5 1 .5-2
Facevilie 113-651
1 1
35-35
13,25-1.601
I 1
0.6-2.0
10.12-0,18i4.5-6.0
I I
ILov---------- 10.371
1 f I
1
I
Sew footnote at end
of table.

WX10A4 n An exceilent choice for homeowners,
gardeners and boat owners. Powered by Honda's
easy -starting, 31cc mini 4-stroke engine, the WXT
weighs only 15 lbs. and it can purriq u to 40 galls
per minute_ This pump comes standar�with a suet
hose, strainer and garden hose coupler.
%M OA4
TbW Hma M pimp Oa4ea
To
ea
i sa
w
]0
�20
10
sa
xa �
15 �
10 �
�P �1Yf3+« P4 rrmof
WN20A a Powered by Honda's 4 HP GC Series GHC
premium residential engine. This pump features 2" t
suction/ discharge ports, can pump up to 164 gallons
�t. per minute and weighs only 40 Ibs. Strainer and nose ,
;rr clamps included.
WX155 o Creat for truly portable pumping power:
Honda's 50cc mini 4-stroke en ine %vili pump up to
72 gallons per minute_ Fuel efFcient and easy starting,
the WX15 comes standard with hose clamps and strainer.
MORMONS
. q,�
rvimoL
mop. C" eft wft -W mr+.+q
5fft fir_.5 i tea: _-�'.�I
SS
sa
WN30A o Powered by Honda's 5 HP GC Series OHC
premium residential engine. This pump features 3"
suction/ discharge ports, can pump up to 290 gallons
per minute and weighs only 46 Ibs. Strainer and hose
damns included.
�q
�t,x'�6 # iii�►��

O-N
Table 8.03a
of Runoff Coefficient
(C) for Rational Formula
8.03.2
Land Use
C
Land Use
C
Business:
Lawns:
Downtown areas
0.70-0.95
Sandy soil, flat, 2%
0.05-0.10
Neighborhood areas
0.50-0.70
Sandy soil, ave., 2-70/6
0.10-0.15
Sandy soil, steep, 7%
0.15-0.20
Residential:
Heavy soil, ftat, 2%
0.13-0.17
Single-family areas
0.3o-0.50
Heavy soil, ave., 2-7%
0,18.0.22
Multi units, detached
0.40-0.60
Heavy soil, steep, TYQ
0.25-o.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
0.2.0-0.50
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
Frick
0.70.0.85
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 tar 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 chart 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, Q (ft31sec), by multiplying the previously
determined factors using the rational formula (Sample Problem 8.03a).

i� McBRYDE FARM PIT USGS
41 -� iY- •�} � Jam,.
"- ELF 4 I v1ti I
W 0 Ak _
_bW. w
WYLLIFORD RD
McBRYDE
\� FARM Pi
IJ
SCALE 1 "=2000'
T 1
"-N ADA SI 0, DGE
PC—
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