NCG020915_COMPLETE FILE - HISTORICAL_20170710

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
IV L& p )p i5
DOC TYPE
A HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ DO )1 101 I o
YYYYM M D D

Energy, Mineral
and Land Resources
ENVIRONMENTAL OUALITY
Kelly Proctor
PLT Construction Company
5676 Thompson Chapel Church Road
Wilson, NC 27896
Dear Mr. Proctor:
ROY COOPER
Grn"""
MICHAEL S. REGAN
Secretary
TRACY DAVIS
u;.eeta,
July 10, 2017
Subject: Genet P o. N G020000
Har is A'
CO NCG020915
Pitt ounty 11 f
In accordance with your application for a discharge permit received on January 11, 2017, 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.
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].
U re - P�;� [-, d W -IN
JUL 2 7 2017
LANo QUALITY SECTION
rAStIINGmid :iEGIONAL OFFICE
cc: Washington`Reglonal-Office
Central Files
Stormwater Permitting Program Files
Sincerely,
0-1g a8 &atl 4 RttkauC Z 06.
Tracy E. Davis, P.E., CPM
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
1612 Mail Service Center 1512 North Salisbury Street I Raleigh, NC 27699-1612
919 707 9200 T

4
i
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020915
STORMWATER 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,
PLT Construction Company
is hereby authorized to discharge stormwater from a facility located at
Harris Pit — '74.9tf
NC 33 W
Greenville, NC
Pitt County
to receiving waters designated as Tar River, a class WS-IV, NSW water in the Tar Pamlico River
Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, II, III, IV, and V of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective July 10, 2017
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day July 10, 2017
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

NCG020915
0
Map Scale 1:24,000
PLT Construction Company
Harris Pit
Latitude: 350 40' 15" N
Longitude: -770 25' 24" W
County: Pitt
Receiving Stream: Tar River
Stream Class: WS-IV, NSW
Index Number: 28-84 (Tar -Pamlico)
h-
Facility Location

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V
DOC TYPE
® HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ Q b 1 2 0- / 0
YYYYM M D D

Permit Number NCG020915
Program Category
NPDES SW
Permit Type
Mining Activities Stormwater Discharge COC
Primary Reviewer
rick.riddle
Coastal SWRule
Permitted Flow
Facility Name
Harris Pit
Location Address
None Assigned - Located Between 2745
Nc33w 2861 NC 33 W
Greenville NC 27834
Owner
RECEIVE
J
C"N
DwR SECT/pN
Central Files: APS _ SWP
7/10/2017
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
COC
Permit Contact Affiliation
Major/Minor
Region
Minor
Washington
County
Pitt
Facility Contact Affiliation
Kelly D. Proctor
Division Manager
5676 Thompson Chapel Chur
Wilson
NC 27896
Owner Name
Owner Type
Pit Construction Company Inc
Non -Government
Owner Affiliation
Mark D. Proctor
President Vice
5676 Thompson Chapel Chur
Dates/Events
Wilson INC 27896
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
7/10/2017 1/11/2017 7/10/2017 7/10/2017 7/10/2022
Regulated Activities Requested /Received Events
Mining activities - stormwater discharges RO staff report received 6/15/17
RO staff report requested 1119/17
Additional information received 1/19/17
Additional information requested 1/18117
Outfall 1
Walerbody Name Streamindex Number Current Class Subbasin
TAR RIVER 28-(84) WS-IV;NSW 03-03-05

�i
Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
July 10, 2017
Kelly Proctor
PLT Construction Company
5676 Thompson Chapel Church Road
Wilson, NC 27896
ROY COOPER
c,,,e
MICHAEL S. REGAN
ser'm
TRACY DAVIS
Diracmr
Subject: General Permit No. NCG020000
Harris Pitt
COC NCG020915
Pitt County
Dear Mr. Proctor:
In accordance with your application for a discharge permit received on January 11, 2017, 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.
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 racyT E. Davis, P. CP
cc: Washington Regional Office
Central Files
Stormwater Permitting Program Files
Stale or Nwh Carolina I Environmental Quality I Energy, Mineral and Land Resources
1612 Mail Service Center 1 512 North Salisbury Steel I Raleigh, NC 27699-1612
919 707 9200 T

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020915
STORMWATER 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,
PLT Construction Company
is hereby authorized to discharge stormwater from a facility located at
Harris Pit
NC 33 W
Greenville, NC
Pitt County
to receiving waters designated as Tar River, a class WS-IV, NSW water in the Tar Pamlico River
Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, II,11I, IV, and V of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective July 10, 2017
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day July 10, 2017
z
for Tracy E. Davis, P.E., Director '/
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

NCG020915
M
Map Scale 1:24,000
PLT Construction Company
Harris Pit
Latitude: 350 40' 15" N
Longitude: -770 25' 24" W
County: Pitt
Receiving Stream: Tar River
Stream Class: WS-IV, NSW
Index Number: 28-84 (Tar -Pamlico)
low
. &IMM
I'
Facility Location

Division of Energy, Mineral and Land Resources /
Land Quality Section — Stormwater Permitting Program
r
National Pollutant Discharge Elimination System
NCG020000
NOTICE OF INTENT — General Permit Application
psi'' 7•...
Rc�r."uLtar•• b =
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG020000: JAN 112017
STORMWATER AND/OR WASTEWATER DISCHARGES associated with activities classified as: ^ ,aITY
SIC (Standard Industrial Classification) Code - 14XX Mineral Mining Industry (exceptas specified below) and
like activities
The following activities are included:
Active or inactive mining operations (including borrow pits —except for NCDOT borrow pits) that discharge
stormwater contaminated with or that has come in contact with, any overburden, raw material, intermediate
products, finished products, byproducts or waste products located on the site of such operations;
Stormwater from vehicle maintenance activities (VMA) at mining operations;
Overflow from facilities that recycle process wastewater; and/or
Mine dewatering (wastewater)
The following activities are specifically excluded from coverage under this General Permit:
Stormwater discharges associated with peat mining, coal mining, and metal mining;
Stormwater discharges from mining operations which are intermixed on site with stormwater from concrete
operations;
Stormwater discharges associated with oil and gas extraction operations; and
Stormwater discharges associated with tourist gem mines
NCDOT borrow pits (covered under individual permit NCS000150)
The following discharges are covered by NPDES general permit NCG520000 instead of NCG020000:
Point source discharges of stormwater and wastewater from in -stream sand mining operations (sand dredging
or dipping operations) are covered instead by NPDES General Permit NCG520000, administered by the Division
of Water Resources NPDES Wastewater Permitting Program. Please contact DWR for more information.
Please print or tvpe 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 PLT Construction Company
(Attach the most recent Annual Report to the NC Secretary of State showing the current legal name of the corporation or entity.
Alternatively this permit can be given to an individual or government authority. This name must be the same name as appears on the
Division of Energy, Mineral, and Land Resources' Mining Permit.)
Signee's Name (as signed for in question 41. at end) Kelly Proctor
Street Address 5676 Thompson Chapel Church Road
City Wilson State NC ZIP Code 27896
Telephone No. 252-243-4462 E-mail [e-mail]
Alternate Contact Name' N/A E-mail (if different) N/A
Alternate Contact Telephone (if different) N/A
'Alternate contact should be affiliated with the Owner/Operator. Consultant information can be provided
in question 5.
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NCG020000 N.O.I.
2) Location of facility producing discharge:
Facility Name
Harris Pit
Facility Street Address None Assigned -Located between 2745 NC33W & 2861 NC 33 W
Facility City
Greenville State NC ZIP Code 27834
Facility County
Pitt
Facility Contact
Kelly Proctor
Telephone No.
252-243-4462 Fax: [phone]
Contact E-mail kelly(a)pltconstruction.com
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). From HWY 264 Bypass. Take Hwy 33W exit and travel
west on Hwy 33 for approximately 6000 ft. and project is on the left.
4) Facility Location Coordinates:
35�Qr/S7r� — / s a25 23,4
Latitude 35.67087 N Longitude 77.42323 W (degrees/minutes/ seconds or decimal degrees)
5) Consultant Information (if applicable):
Consultant: Ron Sutton, PE
Consulting Firm: Herring -Sutton & Associates. PA
Mailing Address: 2201 Nash St NW
City: Wilson
State: NC Zip Code: 27896
Phone: [phone] Fax: [phone]
E-mail: rsutton(a)herring-sutton.com
Permits:
6) This NPDES Permit Application applies to which of the following:
(Optional)
Staple Business Card Here
X New or Proposed Facility Date operation is to begin: Winter 2017
❑ Existing Date began mining:
7) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility SIC Code: 1442
8) Provide a description of the types of minerals mined at this facility: Sand & Clay
9) Is this a PROCESSING -ONLY facility for materials mined elsewhere? X No ❑ Yes
10) Is this an inactive mine site?
X No
❑ Yes If yes, have you certified to the Stormwater Permitting Program that all portions of the site where
clearing, grading, and/or excavation activities have occurred have been stabilized?
❑ No ❑ Yes (If yes, the site may be eligible for "Dormant Status" and reduced BMP
inspections. See the General Permit.)
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NCG020000 N.O.I.
11) -Does this facility already have a valid Mining Permit from DEMLR's Land Quality Section?
X No If no, please indicate the status of the Mining Permit application: Pending
❑ 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?
X 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?
X 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)?
X 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?
X No
❑ Yes
If yes, do they have separate NPDES stormwater permits?
number(s)
If not owned by the same company, who is the owner?
❑ No ❑ Yes (provide permit
Development Activities and Buffers:
16) Will this mining operation precede development activities at this site?
X No
❑ Yes
17) Is this mine located within one of the 20 Coastal Counties, and will it add more than 10,000 ftz 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.
X No, this mine site is NOT in any of the 20 Coastal Counties.
If this site is in one of the 20 Coastal Counties, you may be required to apply for an additional State
Stormwater Permit. Check with your local Regional Office (see contact information and checklist below).
18) Is this mine located the Neuse, Tar -Pamlico, or Catawba River Basins, or the Randleman or Jordan
Water supply Watersheds?
❑ No
X 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.
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NCG020000 N.O.I.
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
and/or wastewater discharges will end up in? unnamed trib to Tar River
To find the waterbody, please see the "MAPS" tab on http://portal.ncdenr.org/web/wq for a map of NC
Surface Waterbody Classifications.
Receiving water classification(s) for the waters: WSIV 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). N/A
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-I 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?
X No ❑ Yes, HQW' ❑ Yes, includes "+" or "@"
❑ Yes, PNA" ❑ Yes, Trout jr)
21) Will this mine site discharge wastewater or stormwater to waters classified as Shellfish (SA) waters?
X No
❑ Yes, SA'
'For questions 19-20, be advised that the NCG02 General Permit limits the discharge volume of total combined
wastewaters to 50 percent of the receiving water in -stream flow under 7010 conditions in HQW waters (PNA and
SA waters are considered HQW by definition). You maybe required to contact USGS to obtain a 7Q10 flow.
22) Will this mine site discharge wastewater or stormwater to impaired waters, or to waters with an
approved "Total Maximum Daily Load" (TMDL)?
To find impaired waters, please see the "Impaired Waters" map on the "MAPS" tab on
http://portal.ncdenr.org/web/wq.
To find approved TMDLs in North Carolina, please see DWR's Water Planning Section website:
http://portal.ncdenr.ora/web/wq/ps/mtu/tmdl/tmdls.
X No
❑ Yes, these waters are impaired for (list pollutants):
❑ Yes, these waters have a TMDL for (list pollutants):
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NCG020000 N.O.I.
23) List discharge points (outfalls) that convey discharge from the mine site (both on -site and off -site) and
location coordinates. Attach additional sheets if necessary, or note that this information is specified
on the site plan. Include proposed maximum daily flow rate for each wastewater outfall.
You must show all discharge points clearly on the submitted site plan. Be advised
that NCDEQ may require you to apply for an individual permit, based on proposed
discharge rates and receiving stream conditions (low flows, impairments, etc.)
Stormwater
Stormwater Outfall No. 1 (temporary)
Latitude (degrees/minutes/seconds or decimal degrees): 35.67150 N
Longitude (degrees/minutes/seconds or decimal degrees):-77.42783. W
Stormwater Outfall No
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Stormwater Outtall 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 (degrees/minutes/seconds or decimal degrees):
W
Stormwater Outtall 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 (degrees/minutes/seconds or decimal degrees):
W
Mine Dewatering
Mine Dewatering (Wastewater) Outfall No.
Proposed maximum flow rate:
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Mine Dewatering (Wastewater) Outfall No.
Proposed maximum flow rate:
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Process Wastewater
Process Wastewater Outfall No. Wastewater Description:
Proposed maximum flow rate:
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Process Wastewater Outfall No. Wastewater Description:
Proposed maximum flow rate:
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
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NCG020000 N.O.I.
24) help us understand what will happen to the dewatering water at this mine site:
X 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)
❑ Yes If yes, explain how you are dewatering, and where that water will be directed:
25) Are there wetlands or surface waters within 400' of the mine pit perimeter?
❑ No
X Yes If yes, what distance are they from the mine pit perimeter? 0 feet.
26) Will mining operations require dewatering near wetlands or other waterbodies, and will dewatering
potentially impact any wetlands or other waterbodies?
X No, dewatering will not occur near (within 400') of wetlands or other waterbodies (e.g., streams, lake, etc.)
❑ Yes, dewatering will be near wetlands or other waterbodies
Wetlands must be CLEARLY DELINEATED on the site plan. Mine dewatering activities that
have the potential to drain wetlands or otherwise impact surface water or groundwater MUST develop and
implement a Pumping Operation and Monitoring (POM) Plan that has been approved by the
Department.
For sites that may drain wetlands — approval of a POM Plan may be required prior to coverage under
this permit. The POM Plan should be submitted to the appropriate Regional Office and in all cases must be
approved prior to operation.
The plan shall include, but is not limited to: (1) Groundwater monitoring strategies to demonstrate the effect of
pumping and to establish any pumping regime necessary to reduce impacts, and (2) Detailed plans to maintain
surrounding hydrology and respective monitoring to demonstrate compliance. See checklist at the end of the
application. Contact the Regional Office for questions specific to your mine.
27) Have you been required to obtain 404/401 Certification permits?
❑ No
X 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: Will obtain NWP to fill 0.02 acres of linear wetlands
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NCG020000 N.O.I.
28) Have you been required to obtain a wetland delineation certified by the US Army Corps of Engineers?
X No ❑Yes Wetland delineation by USACE & NCDEQ Washington Office
Stormwater BMPs and Vehicle Maintenance:
29) Does this facility employ best management practices for stormwater control?
❑ No X Yes If yes, please briefly describe: No Dewatering. Provision of S&EC BMPs as
dictated by site such as super silt fence arc filter, construction entrance energy dissioator
30) Does this facility have a Stormwater Pollution Prevention Plan?
X No ❑ Yes If yes, when was it implemented?
31) Are vehicle maintenance activities (VMA) occurring or planned at this mine site?
X No El Yes, If yes, will VMA area runoff discharge into the wastewater treatment system(s)?
❑ No, VMA runoff will discharge separately through a stormwater outfall
❑ Yes, VMA runoff will drain back to the mine pit or other wastewater system
Wastewater Treatment Facilities:
32) Will mine dewatering occur? (Yes, we are asking about dewatering again.)
X No
❑ Yes If yes, will the mine discharge this water?
33) Will this facility wash mined materials?
X No
❑ Yes If yes, will the mine discharge this water?
34) Will discharges of process wastewater treatment systems occur (including possible recycle system
overflows)?
X No
❑ Yes If yes, describe what kind of systems:
35) Will this facility employ chemical additives to flocculate suspended solids?
❑ 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://portal.ncdenr.org/web/lr/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?
❑ No, all wastewater treatment facilities will discharge more frequently (i.e., during smaller rain events)
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NCG020000 N.O.I.
37) -Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
X No
❑ Yes
38) A wastewater treatment alternatives review is required by 15A NCAC 2H.0105 (c)(2)
I for any new or expanding water pollution control facility discharges in North Carolina. You may
attach additional sheets. List the types of wastewater this mine site will discharge:
❑ Mine Dewatering
❑ Process Wastewater (such as washing or recycle system overflows, other mining activity wastewater)
a) What wastewaters were considered for this alternatives review? ❑ Dewatering ❑ Process WW
b) Connection to a Municipal or Regional Sewer Collection System:
i) Are there existing sewer lines within a one -mile radius? ..................................... ❑ Yes ❑ No
(1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater? .... ❑ Yes ❑ No
(a) If No, please attach a letter documenting that the WWTP will not accept the wastewater.
(b) If Yes, is it feasible to connect to the WWTP? Why or why not?`
c) Closed -loop Recycle System (meets design requirements of 15A NCAC 2T .1000):
i) Are you already proposing a closed -loop recycle system (CLRS)? ......................... ❑ Yes ❑ 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?`
(3) If No, is it otherwise feasible to build a CLRS at this site? Why or why not?`
N/A
(4) What is the feasibility of building a CLRS compared to direct surface water discharge?`
N/A
d) Surface or Subsurface Disposal System (e.g., spray irrigation):
i) Is a surface or subsurface disposal technologically feasible (possible)? ..................... ❑ Yes ❑ No
Why or Why not?* N/A
ii) Is a surface or subsurface disposal system otherwise feasible to implement?`............ ❑ Yes ❑ No
Why or Why not?* N/A
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NCG020000 N.O.I.
iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct
discharge to surface waters?' N/A
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 N/A
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 N/A
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?
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
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport / 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 N/A
❑ Yes
41) Does your site have an active landfill within the mining permit boundary?
X No
❑ Yes If yes, specify type: ❑ LCID (Land Clearing and Inert Debris) ❑ Other:
Page 9 of 12
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NCG020000 N.O.I.
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
space below.
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.
__)4- A line drawing of the water flow through the facility or block flow diagram. A pictorial description of the
ly nature of any sources of water and any collection and treatment measures.
iIf 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.
N(JAN- If the mine is dewatering and near wetlands, or may otherwise impact surface waters or groundwater,
include the followii 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 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.
_Well 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.
_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:
-OR-
_X_ I will not impact any nearby wetlands, surface waters, or groundwaters by dewatering.
Page 10 of 12
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NCG020000 N.O.I.
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).
41) Signatory Requirements (per 40 CFR 122.22)
All applications, reports, or information submitted to the Director shall be signed and certified.
a. All notices of intent to be covered under this General Permit shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this permit, a responsible corporate officer means: (a) a president,
secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who performs similar
policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing production or operating facilities
employing more than 250 persons or having gross annual sales or expenditures exceeding 25 million (in second quarter 1980 dollars), if
authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, slate, 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 Person Signing: Kelly Proctor
Title: Vice President PL on truction Company
(Signatu fApplicant) (Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to NCDEQ.
Page 11 of 12
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NCG020000 N.O.I.
Mail the entire package to:
Stormwater Permitting Program
Division of Energy, Mineral and Land Resources
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Note
The submission of this document does not guarantee coverage under the NPDGS
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.
DEMLR/Land Quality Section 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 .........(919)
707-9220
Page 12 of 12
SWU-NCG02-NOI Last revised 9/10/2015

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Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
July 10, 2017
Kelly Proctor
PLT Construction Company
5676 Thompson Chapel Church Road
Wilson, NC 27896
ROY COOPER
MICHAEL S. REGAN
&"'I'ry
TRACY DAVIS
1)wc R,
Subject: General Permit No. NCG020000
Harris Pitt
COC NCG020915
Pitt County
Dear Mr. Proctor:
In accordance with your application for a discharge permit received on January 11, 2017, 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.
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: Washington Regional Office
Central Files
Stormwater Permitting Program Files
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
1612 Mail Service Center 1 512 North Salisbury Street I Raleigh, NC 27699-1612
919 707 9200 T

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020915
STORMWATER 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,
PLT Construction Company
is hereby authorized to discharge stormwater from a facility located at
Harris Pit
NC 33 W
Greenville, NC
Pitt County
to receiving waters designated as Tar River, a class WS-IV, NSW water in the Tar Pamlico Rives
Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, II, III, IV, and V of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective July 10, 2017
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day July 10, 2017
0%eq,rt, B °( -a 4 Rielm d Z ,Rlddfe, Pt,
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

NCG020915 PLT Construction Company
Harris Pit
N
Latitude: 350 40' 15" N
W E Longitude: -770 25' 24" W
County: Pitt
S Receiving Stream: Tar River
Stream Class: WS-IV, NSW
Map Scale 1:24,000 Index Number: 28-84 (Tar -Pamlico) Facility Location

Division of Energy, Mineral and Land Resources /
Land Quality Section — Stormwater Permitting Program
National Pollutant Discharge Elimination System
NCG020000
REECEVED
NOTICE OF INTENT — General Permit Application
JAN 112011
National Pollutant Discharge Elimination System application for coverage under General P,ermit.AND QU-,",I_ITY
NCG020000: STORM;NATER PEKill'I ING
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 following activities are included:
Active or inactive mining operations (including borrow pits —except for NCDOT borrow pits) that discharge
stormwater contaminated with or that has come in contact with, any overburden, raw material, intermediate
products, finished products, byproducts or waste products located on the site of such operations;
Stormwater from vehicle maintenance activities (VMA) at mining operations;
Overflow from facilities that recycle process wastewater; and/or
Mine dewatering (wastewater)
The following activities are specifically excluded from coverage under this General Permit:
Stormwater discharges associated with peat mining, coal mining, and metal mining;
Stormwater discharges from mining operations which are intermixed on site with stormwater from concrete
operations;
Stormwater discharges associated with oil and gas extraction operations; and
Stormwater discharges associated with tourist gem mines
NCDOT borrow pits (covered under individual permit NCS000150)
The following discharges are covered by NPDES general permit NCG520000 instead of NCG020000:
Point source discharges of stormwater and wastewater from in -stream sand mining operations (sand dredging
or dipping operations) are covered instead by NPDES General Permit NCG520000, administered by the Division
of Water Resources NPDES Wastewater Permitting Program. Please contact DWR for more information.
Please print or type all entries in this application form
1) Mailing address of ownerioperator (official address to which all permit correspondence will be mailed):
Legal Owner Name PLT Construction Company
(Attach the most recent Annual Report to the NC Secretary of State showing the current legal name of the corporation or entity.
Alternatively this permit can be given to an individual or government authority. This name must be the same name as appears on the
Division of Energy, Mineral, and Land Resources' Mining Permit.)
Signee's Name (as signed for in question 41. at end) Kelly Proctor
Street Address 5676 Thompson Chapel Church Road
City Wilson State NC ZIP Code 27896
Telephone No. 252-243-4462 E-mail kellvopltconstruction.com
Alternate Contact Name` N/A E-mail (if different) N/A
Alternate Contact Telephone (if different) N/A
'Alternate contact should be affiliated with the Owner/Operator. Consultant information can be provided
in question 5.
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NCG020000 N.O.I.
2) Location of facility producing discharge:
Facility Name Harris Pit
Facility Street Address None Assigned -Located between 2745 NC33W & 2861 NC 33 W
Facility City Greenville State NC ZIP Code 27834
Facility County Pitt
Facility Contact Kelly Proctor
Telephone No. 252-243-4462 Fax: [phone]
Contact E-mail kelly(a)pltconstruction.com
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). From HWY 264 Bypass Take Hwy 33W exit and travel
west on Hwy 33 for approximately 6000 ft and project is on the left
4) Facility Location Coordinates:
Latitude 35.67087 N Longitude 77.42323 W (degrees/minutes/ seconds or decimal degrees)
5) Consultant Information (if applicable):
Consultant: Ron Sutton, PE
Consulting Firm: Herring -Sutton & Associates, PA
Mailing Address: 2201 Nash St NW
City: Wilson
State: NC
Phone: [phone]
E-mail: rsutton(a)herring-sutton.com
Zip Code: 27896
Fax: [phone]
Permits:
6) This NPDES Permit Application applies to which of the following:
X New or Proposed Facility
❑ Existing
7) Standard Industrial Classification:
(Optional)
Staple Business Card Here
Date operation is to begin: Winter 2017
Date began mining:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility SIC Code: 1442
8) Provide a description of the types of minerals mined at this facility: Sand & Clay
9) Is this a PROCESSING -ONLY facility for materials mined elsewhere? X No ❑ Yes
10) Is this an inactive mine site?
X No
❑ Yes If yes, have you certified to the Stormwater Permitting Program that all portions of the site where
clearing, grading, and/or excavation activities have occurred have been stabilized?
❑ No ❑ Yes (If yes, the site may be eligible for "Dormant Status" and reduced BMP
inspections. See the General Permit.)
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NCG020000 N.O.I.
11) Does this facility already have a valid Mining Permit from DEMLR's Land Quality Section?
X No If no, please indicate the status of the Mining Permit application: Pending
❑ 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?
X 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?
X 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)?
X 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?
X 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?
X No
❑ Yes
17) Is this mine located within one of the 20 Coastal Counties, and will it add more than 10,000 ft' 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.
X No, this mine site is NOT in any of the 20 Coastal Counties.
If this site is in one of the 20 Coastal Counties, you may be required to apply for an additional State
Stormwater Permit. Check with your local Regional Office (see contact information and checklist below).
18) Is this mine located the Neuse, Tar -Pamlico, or Catawba River Basins, or the Randleman or Jordan
Water supply Watersheds?
❑ No
X 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.
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NCG020000 N.O.I.
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
and/or wastewater discharges will end up in? unnamed trib to Tar River
To find the waterbody, please see the "MAPS" tab on http://portal.ncdenr.org/web/wq for a map of NC
Surface Waterbody Classifications.
Receiving water classification(s) for the waters: W SIV 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). N/A
Discharge of wastewater to receiving waters classified as WS-11 through WS-V, or SA, must be
approved by the Division of Water Resources (DWR) or Division of Marine Fisheries
(DMF). DEMLR cannot grant coverage under NCG020000 without that approval. Also be advised that
no new discharges of wastewater are permitted in receiving waters classified as WS-1 or
freshwater ORW. Wastewater discharges to saltwater ORW will not be approved under General Permit
NCG02 but may be eligible for an individual permit.
20) Will this mine site discharge wastewater or stormwater to waters classified as High Quality Waters
(HQW), Primary Nursery Areas (PNA), Trout jr) waters, or a class with a symbol like "+" or "@" that
denotes a special management strategy is in place?
X No ❑ Yes, HOW' ❑ Yes, includes "+" or "@"
❑ Yes, PNA` ❑ Yes, Trout jr)
21) Will this mine site discharge wastewater or stormwater to waters classified as Shellfish (SA) waters?
X 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 HOW waters (PNA and
SA waters are considered HQW by definition). You maybe required to contact USGS to obtain a 7Q10 flow.
22) Will this mine site discharge wastewater or stormwater to impaired waters, or to waters with an
approved "Total Maximum Daily Load" (TMDL)?
To find impaired waters, please see the "Impaired Waters" map on the "MAPS" tab on
http•//portal.ncden r.orglweblwg.
To find approved TMDLs in North Carolina, please see DWR's Water Planning Section website:
X No
❑ Yes, these waters are impaired for (list pollutants):
❑ Yes, these waters have a TMDL for (list pollutants):
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NCG020000 N.O.I.
23) List discharge points (outfalls) that convey discharge from the mine site (both on -site and off -site) and
location coordinates. Attach additional sheets if necessary, or note that this information is specified
on the site plan. Include proposed maximum daily now rate for each wastewater outfall.
You must show all discharge points clearly on the submitted site plan. Be advised
that NCDEQ may require you to apply for an individual permit, based on proposed
discharge rates and receiving stream conditions (low flows, impairments, etc.)
Stormwater
Stormwater Outfall No. 1 (temporary)
Latitude (degreestminutes/seconds or decimal degrees): 35.67150 N
Longitude (degrees/minutes/seconds or decimal degrees):-77.42783 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 (degrees/minutes/seconds or decimal degrees):
W
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
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 (degrees/minutes/seconds or decimal degrees):
W
Mine Dewatering
Mine Dewatering (Wastewater) Outfall No.
Proposed maximum flow rate:
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Mine Dewatering (Wastewater) Outfall No.
Proposed maximum flow rate:
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Process Wastewater
Process Wastewater Outfall No. Wastewater Description:
Proposed maximum flow rate:
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
Process Wastewater Outfall No. Wastewater Description:
Proposed maximum flow rate:
Latitude (degrees/minutes/seconds or decimal degrees):
N
Longitude (degrees/minutes/seconds or decimal degrees):
W
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NCG020000 N.O.I.
24) Help us understand what will happen to the dewatering water at this mine site:
X 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:
25) 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? 0 feet.
26) Will mining operations require dewatering near wetlands or other waterbodies, and will dewatering
potentially impact any wetlands or other waterbodies?
X No, dewatering will not occur near (within 400') of wetlands or other waterbodies (e.g., streams, lake, etc.)
❑ Yes, dewatering will be near wetlands or other waterbodies
Wetlands must be CLEARLY DELINEATED on the site plan. Mine dewatering activities that
have the potential to drain wetlands or otherwise impact surface water or groundwater MUST develop and
implement a Pumping Operation and Monitoring (POM) Plan that has been approved by the
Department.
For sites that may drain wetlands — approval of a POM Plan may be required prior to coverage under
this permit. The POM Plan should be submitted to the appropriate Regional Office and in all cases must be
approved prior to operation.
The plan shall include, but is not limited to: (1) Groundwater monitoring strategies to demonstrate the effect of
pumping and to establish any pumping regime necessary to reduce impacts, and (2) Detailed plans to maintain
surrounding hydrology and respective monitoring to demonstrate compliance. See checklist at the end of the
application. Contact the Regional Office for questions specific to your mine.
27) Have you been required to obtain 404/401 Certification permits?
�11�
X 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: Will obtain NWP to fill 0.02 acres of linear wetlands
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NCG020000 N.O.I.
28) Have you been required to obtain a wetland delineation certified by the US Army Corps of Engineers?
X No ❑Yes Wetland delineation by USACE & NCDEQ Washington Office
Stormwater BMPs and Vehicle Maintenance:
29) Does this facility employ best management practices for stormwater control?
❑ No X Yes If yes, please briefly describe: No Dewatering Provision of S&EC BMPs as
dictated by site such as super silt fence arc filter, construction entrance energy dissipator
30) Does this facility have a Stormwater Pollution Prevention Plan?
X No ❑ Yes If yes, when was it implemented?
31) Are vehicle maintenance activities (VMA) occurring or planned at this mine site?
X No ❑Yes, If yes, will VMA area runoff discharge into the wastewater treatment system(s)?
❑ No, VMA runoff will discharge separately through a stormwater ouffall
❑ 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.)
X No
❑ Yes If yes, will the mine discharge this water?
33) Will this facility wash mined materials?
X No
❑ Yes If yes, will the mine discharge this water?
34) Will discharges of process wastewater treatment systems occur (including possible recycle system
overflows)?
X No
❑ Yes If yes, describe what kind of systems:
35) Will this facility employ chemical additives to flocculate suspended solids?
0"1.
❑ 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://portal.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?
❑ No, all wastewater treatment facilities will discharge more frequently (i.e., during smaller rain events)
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NCG020000 N.O.I.
37) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
X No
❑ Yes
R38) A Wastewater treatment alternatives review is required by 15A NCAC 21-1.0105 (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:
❑ Mine Dewatering
❑ Process Wastewater (such as washing or recycle system overflows, other mining activity wastewater)
a) What wastewaters were considered for this alternatives review? ❑ Dewatering ❑ Process WW
b) Connection to a Municipal or Regional Sewer Collection System:
i) Are there existing sewer lines within a one -mile radius? ..................................... ❑ Yes ❑ No
(1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater? .... ❑ Yes ❑ No
(a) If No, please attach a letter documenting that the WWTP will not accept the wastewater.
(b) If Yes, is it feasible to connect to the WWTP? Why or why not?'
c) Closed -loop Recycle System (meets design requirements of 15A NCAC 2T .1000):
i) Are you already proposing a closed -loop recycle system (CLRS)? ......................... ❑ Yes ❑ 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?'
(3) If No, is it otherwise feasible to build a CLRS at this site? Why or why not?'
N/A
(4) What is the feasibility of building a CLRS compared to direct surface water discharge?`
N/A
d) Surface or Subsurface Disposal System (e.g., spray irrigation):
i) Is a surface or subsurface disposal technologically feasible (possible)? ..................... ❑ Yes ❑ No
Why or Why not?' N/A
ii) Is a surface or subsurface disposal system otherwise feasible to implement?`............ ❑ Yes ❑ No
Why or Why not?' N/A
Page 8 of 12
SWU-NCG02-NOI Last revised 9/10/2015

NCG020000 N.O.I.
iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct
discharge to surface waters?' N/A
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 N/A
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 N/A
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?
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
How is material stored: _
Where is material stored:
How many disposal shipments per year:
Name of transport / 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 N/A
❑ Yes
41) Does your site have an active landfill within the mining permit boundary?
X No
❑ Yes If yes, specify type: ❑ LCID (Land Clearing and Inert Debris) ❑ Other:
Page 9 of 12
SWU-NCG02-NOI Last revised 9/1012015

NC3020000 N.O.I.
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
space below.
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.
_Y- 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.
4AIf 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
,II/ ^ � areas, and total drainage area.
r t yIf 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 priorto NGG02 issuance.
copies of detailed Full Size Plans (at least 24" x 36") delineating area
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.
_Well information (design, depths, maintenance).
_Physical monitoring for the wetlands areas.
_Settling pond sizing information, if applicable.
_Level spreader design, ff applicable.
_Details about dewatering method.
_Cone of influence calculations.
_Description of measures to prevent erosion and flooding.
_Description and information about 401/404 permits lhat'have been obtained.
_Copy of US Army Corps of Engineers wetland delineations or approved wetland delineation (if
applicable).
1 have contacted my local regional office about a POM Plan.
Regional Office Contact: . Date contacted:
-OR-
X I will not impact any nearby wetlands, surface waters, or groundwaters by dewatering.
Page 10 of 12
SWU-NCG02-NOI Last revised 9/10/2015

NCG020000 N.O.I.
Certification: North Carolina General Statute 143-215.6 b (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 Amide shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed ten thousand dollars ($10,000).
41) Signatory Requirements (per 40 CFR 122.22)
All applications, reports, or information submitted to the Director shall be signed and certified.
a. All notices of intent to be covered under this General Permit shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this permit, a responsible corporate officer means: (a) a president,
secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who performs similar
policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing production or operating facilities
employing more than 250 persons or having gross annual sales or expenditures exceeding 25 million (in second quarter 1980 dollars), if
authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official.
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit will
constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an individual
permit.
agree to abide by the following as a part of coverage under this General Permit:
1. 1 agree to abide by the approved Mining Permit for this mining activity. (A copy of the valid mining
permit must be attached to this request.)
2. 1 agree to not discharge any sanitary wastewater from this mining activity except under the
provisions of another NPDES permit specifically issued therefore.
3. 1 agree that bulk storage of petroleum products and other chemicals shall have adequate protection
so as to contain all spills on the site.
4. 1 agree that solid wastes will be disposed of in accordance with N.C. statutes and rules governing
solid waste disposal.
5. 1 agree that maintenance activities for vehicles and heavy equipment will be performed so as to not
result in contamination of the surface or ground waters.
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: Kelly Proctor
Title: Vice President, PLT nslruction Company
/
(Signatur (Applicant) (Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to NCDEQ.
Page 11 of 12
SWU-NCG02-NOI Last revised 9/10I2015

NCG020000 N.O.I.
Mail the entire package to:
Stormwater Permitting Program
Division of Energy, Mineral and Land Resources
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Note
The submission of this document does not guarantee coverage under the 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.
DEMLR/Land Quality Section 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 .........(919)
707-9220
Page 12 of 12
SWU-NCG02-NOI Last revised 9I10/2015

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Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
Mr. Samir Dumper, P.E.
1Wasbington Regional Office;
943 Washington Square Mall
Washington, North Carolina 27889
Subject:
Dear Mr. Samir:
January 19, 2017
ROY COOPER
Gr„ er,l„r
WILLIAM G. ROSS, JR.
Acring Secrclary
TRACY E. DAVIS
Director
General Permit No. NCG020000
Harris Pit
COC No. NCG020915
Pitt County
Enclosed is a copy of the site plan for the above NOI Mine application for your review. I
previously sent you the NO] and location map via email. If you need any more information, please give
me a call at telephone number [phone] or email at [e-mail].
ncdenrcgov.
Thanks,
Richard Riddle, Jr.
Stormwater Engineer
NC Division of Energy, Mineral and Land Resources
Attachments
State of Nonh Carolina I Fnmiromnenlal Quality I Energy, Minend nod Land Resources
1612 Mail Service Center � 512 With Snliebury Slrccl I Raleigh, NC 276994612
919 707 9200 T

Ff P
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Division of Energy, Mineral and Land Resources /
l Land Quality Section — Stormwater Permitting Program
National Pollutant Discharge Elimination System
NCG020000
FOR AGENCY I IS ON LY
D.w RCCCnrd
Year
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Permit Psigned Io
NOTICE OF INTENT — General Permit Application
1 tlr V'isr 4 r
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG020000: JAN 112017
STORMWATER AND/OR WASTEWATER DISCHARGES associated with activities classified,as:
SIC (Standard Industrial Classification) Code - 14XX Mineral Mining Industry (excepfas spedified below) and
like activities
The following activities are included:
Active or inactive mining operations (including borrow pits —except for NCDOT borrow pits) that discharge
stormwater contaminated with or that has come in contact with, any overburden, raw material, intermediate
products, finished products, byproducts or waste products located on the site of such operations;
Stormwater from vehicle maintenance activities (VMA) at mining operations;
Overflow from facilities that recycle process wastewater, and/or
Mine dewatering (wastewater)
The following activities are specifically excluded from coverage under this General Permit:
Stormwater discharges associated with peat mining, coal mining, and metal mining;
Stormwater discharges from mining operations which are intermixed on site with stormwater from concrete
operations;
Stormwater discharges associated with oil and gas extraction operations; and
Stormwater discharges associated with tourist gem mines
NCDOT borrow pits (covered under individual permit NCS000150)
The following discharges are covered by NPDES general permit NCG520000 instead of NCG020000:
Point source discharges of stormwater and wastewater from in -stream sand mining operations (sand dredging
or dipping operations) are covered instead by NPDES General Permit NCG520000, administered by the Division
of Water Resources NPDES Wastewater Permitting Program. Please contact DWR for more information.
Please print or tvpe all entries in this application form
1) Mailing address of ownerloperator (official address to which all permit correspondence will be mailed):
Legal Owner Name PLT Construction Company
(Attach the most recent Annual Report to the NC Secretary or State showing the current legal name of the corporation or entity.
Alternatively this permit can be given to an individual or government authority. This name must be the same name as appears on the
Division of Energy, Mineral, and Land Resources' Mining Permit.)
Signee's Name (as signed for in question 41. at end) Kelly Proctor
Street Address 5676 Thompson Chapel Church Road
City Wilson State NC ZIP Code 27896
Telephone No. 252-243-4462 E-mail kelly ftItconstruction.com
Alternate Contact Name* N/A E-mail (if different) N/A
Alternate Contact Telephone (if different) N/A
Alternate contact should be affiliated with the Owner/Operator. Consultant information can be provided
in question 5.
Page 1 of 12
SWU-NCG02-NOI Last revised 9/10/2015

NCG020000 N.O.I.
2) -Location of facility producing discharge:
Facility Name Harris Pit
Facility Street Address None Assigned -Located between 2745 NC33W & 2861 NC 33 W
Facility City Greenville State NC ZIP Code 27834
Facility County Pitt
Facility Contact Kelly Proctor
Telephone No. 252-243-4462 Fax:[phone]
Contact E-mail kelly gApltconstruction.com
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection)._ From HWY 264 Bypass. Take Hwy 33W exit and travel
west on Hwy 33 for approximately 6000 ft and project is on the left
4) Facility Location Coordinates: 36' o 16Pyr) -77 2523,4rr
Latitude 35.67087 N Longitude 77.42323 W (degrees/minutes/ seconds or decimal degrees)
5) Consultant Information (if applicable):
Consultant: Ron Sutton, PE
Consulting Firm: Herring -Sutton & Associates. PA
Mailing Address: 2201 Nash St NW
City: Wilson
State: NC
Phone: [phone]
E-mail: rsutton(@herring-sutton.com
Zip Code: 27896
Fax: [phone]
Permits:
6) This NPDES Permit Application applies to which of the following:
X New or Proposed Facility
❑ Existing
7) Standard Industrial Classification:
(Optional)
Staple Business Card Here
Date operation is to begin: Winter 2017
Date began mining:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility SIC Code: 1442
8) Provide a description of the types of minerals mined at this facility: Sand & Clav
9) Is this a PROCESSING -ONLY facility for materials mined elsewhere? X No ❑ Yes
10) Is this an inactive mine site?
X No
❑ Yes If yes, have you certified to the Stormwater Permitting Program that all portions of the site where
clearing, grading, and/or excavation activities have occurred have been stabilized?
❑ No ❑ Yes (If yes, the site may be eligible for "Dormant Status" and reduced BMP
inspections. See the General Permit.)
Page 2 of 12
SWU-NCG02-NOI Last revised 9/10/2015

Herring -Sutton
& ASSOCIATES • P.A. '
ENGINEERS• SURVEYORS• PLANNERS �
December 30, 2016
Stormwater Permitting Program
Division of Energy, Mineral and Land Resources
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Subject: Harris Mining Pit -Pitt County
Notice of Intent
General Permit Application
NCG020000
Gentlemen: .
JAN 112017
DEN"-LV.D i
r;
STORMt•rvA"C'?�pr.?,,;- I INC
I
Please see attached with this letter of transmittal in three (3) copies each, the above
subject application for a General Stormwater Permit for a proposed open pit sand
mining operation plus a check in the amount of $100.00.
If during the review process you should have any questions, please feel free to contact
me.
Respectfully,
Herring -Sutton and Associates, P.A.
Ro nie L. Sutton, P.E.
2201 Nash Street NW • Wilson, North Carolina 27896 • [phone] • Fax [phone]

'HERRING-SUTTON & ASSOCIATES PA 23597 PI
PH. 252-291-8887 -
2201 NASH ST NW - - 66 1125J1 - VV
WILSON, NO 27896
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FOR

2201 Nash Street NW, Wilson, NC 27896
PHONE: [phone], FAX: [phone], EMAIL: [e-mail]
LETTER OF TRANSMITTAL
DATE: 01-18-17
JOB NO. 6118A
PROJECT MANAGER: Ron Sutton
ATTN: Richard L. Riddle Jr.
TO: NC Dept Enviromental Quality
FROM: Ron Sutton, PE
NC Div Energy Mineral Land Resources
CC:
512 N Salisbury St
RE: Harris Mining Pit
1612 Mail Service Center
Belvoir Tws ., Pitt Co., NC
Raleigh, NC 27699-1612
Sent by: Mail x Overnight Other
Hand Carry Courier
Copies Description
2 sets Mining Pit Site Plan
These are transmitted:
X For Approval
For Your Use as Requested
COMMENTS:
For Review & Comments For Resubmittal
For Bidding
Please contact Ron if you have questions or concerns. Thanks Toni
SIGNED Ron Sutton
' '` (" ihil
DENR•LAND QUALITY
STORMWATER PERMITTING

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EXISTING SANITARY SEWER LINE
PROPOSED WATER LINE
PROPOSED STORM SEWER LINE
PROPOSED SANITARY SEWER LINE
EXISTING CABLE TELEVISION CABLE
EXISTING TELEPHONE CABLE
EXISTING FIBER OPTIC CABLE
EXISTING OVERHEAD ELECTRIC
EXISTING UNDERGROUND ELECTRIC
REGULATED WETLANDS
NEUSE BUFFER
FLOODWAY
TAR PAMILCO BUFFER
WATERSHED
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EXISTING R/W
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EXISTING CL RAILROAD
EXISTING WOODS LINE
SURVEY SYMBOLS
■ EXISTING CONCRETE MONUMENT
❑ NEW CONCRETE MONUMENT
♦ EXISTING PK VAIL
A NEW PK NAIL
STORM SEWER SYMBOLS
EXISTING CATCH BASIN
® PROPOSED CATCH BASIN
OO EXISTING STORM DRAIN MANHOLE
O PROPOSED STORM DRAIN MANHOLE
EXISTING FLARED END SECTION
PROPOSED FLARED END SECTION
❑ EXISTING DROP NLET
® PROPOSED DROP INLET
+ EXISTING SPOT ELEVATION
+ PROPOSED SPOT ELEVATION
AXLE
• EXISTING AXLE
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EXISTING FIRE 1YDRANT
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UTILITY SYMBOLS
PROPOSED POWER POLE
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EXISTING POWER POLE
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EXISTING GUv MRE
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PROPOSED LIGFT POLE
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❑E EXISTING ELECTRICAL PEDESTAL
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® EXISTING GAS METER
Q PROPOSED GAS METER
EROSION CONTROL SYMBOLS
PROPOSED TEMPORARY SEDIMENT TRAP
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PROPOSED TEMPORARY ROCK CHECK DAM
PROPOSED ARC FILTER
PROPOSED INLET PROTECTOR
PROPOSED LEVEL SPREADER
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PROPOSED TOPSOIL STOCK PILE
PROPOSED TREE PROTECTION
PROPOSED TEMP. GRAVEL CONSTRUCTION ENTRANCE
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PROPOSED TEMPORARY STRAW/NET LINER
PROPOSED SILT FENCE
PROPOSED LIMITS OF DISTURBANCE
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ENGINEERS
SURVEYORS PLANNERS '
2201 NASH STREET NW - WILSON, NC 27896
TEL [phone] FAX [phone] FIRM LICENSE #C-2310
PROJECT NUMBER
15-6118A
DATE
October 2015
SURVEYED BY
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DESIGNED BY
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CHECKED BY
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REVISION NOTES
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BOUNDARY BASED ON PITT COUNTY GIS AND EXISTING SUBDIVISION
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SURVEY. TOPOGRAPHIC S ARE BASED ON LIDAR INFORMATION AND
DOES NOT REPRESENT A CURRENT GROUND TOPOGRAPHIC SURVEY.
THIS PROPERTY IS LOCATED WITHIN A FEMA DESIGNATED FLOOD
HAZARD AREA ACCORDING TO MAP NUMBER 372O476O0K DATED JULY
400011 6 d
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
COMMITMENT/POLICY AND IS MADE SUBJECT TO ANY DOCUMENT OF
RECORD WHICH MAY AFFECT SUBJECT PROPERTY.
PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF
J/ �As �j doe O°
� 5r^P
�F I
RECORD.
PROPERTY LINES NOT SURVEYED ARE SHOWN AS BROKEN LINES.
I
THERE ARE WETLANDS DELINEATION ON THIS SITE AS SHOWN.
NO NCGS GRID MONUMENTS LOCATED WITHIN 2000 FEET.
1 /
ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS
3 o �
OTHERWISE NOTED.
AREA COMPUTED BY COORDINATE METHOD.
F 0
i
DITCHES AND STREAMS ON SUBJECT PROPERTY MAY BE SUBJECT TO
TAR—PAMLICO BASIN REGULATIONS. NO DETERMINATION/LOCATIONS
HAVE BEEN MADE AT THIS TIME.
PIN: 4760-72-0590
ZONE CODE:
17FL
PROPERTY REFERENCES:
DEED BOOK 3053 PAGE 452
PROPERTY OWNER:
E o ti
DOROTHY H. HARRIS ET AL
POST OFFICE BOX 64
WILSON, NC 27834
o v 9
r � /
�— 32�
i J
c
o
i
OQ
A\\
I\ \
i
Q �5bti
a1pcR 6��
PP�OopR�Ooo
\
_ e Q5 le69 \
POj
�� tt ^/
\
A
\
100' 0' 100' 200' 300'
� �,,
�E°
�" °'
TRC Stamp:
City Council Stamp:
Revision
Date B
Herrin Sutton & Associates,
g— P•A•
—Harris Mining Pit —
Boundary &
Date: October 2015
"
S�a�e: 1 =100
Ma No.
p
Drawn by: RTM/TWH
SEA
Engineers — Surveyors — Planners / Firm License #C-2310
Belvoir Twsp. Pitt Co.,f
Topographic Map
2015-6118A
IT'2201
. ,
Nash Street NW Wilson, North Carolina 27896 252 291-8887
! .C.
Sheet No. TP-1
IIIIO r\t"

N/F
DAVID GLADSON
DB 2666 P 598
PARID# 2185D
I
I
I
I
I
1 I
I
J N/F
CHERYL S. MILLS
IDB 937 P 122
PARID# 21807
25' NCDEQ
BUFFER
10' PLANTED SCREENING BUFFER
AS PER 10(H)(2) OF THE PITT COUNTY
ZONING ORDINANCE
0
C
IF
�PHIWP
N. MILLS
DB U41 P 448
PARID# 26251
N/F
PHILLIP N. MILLS
PROPOSED MINING
I
I PBRop 21807
PIT LIMITS (TYP)
34.0 ACRES
I
V mllvL Ill I V DC Q%l
m z , SEEDED & MOWED
v 12 �c — I 30.
W (n
I BEGIN EW PERIMETER I
FENCE. 0.5' INSIDErl
\
XEq _U PROPERTY LINE I y I
C7
,-. >< edL A EDP #2
PIT UPPER SOIL I N PROPOSED NCDOT SPECIAL L=8
II CONTROL SILT FENCE N o I W=6
PROPOSED MINING I 6" TOPSOIL I+ n 0'�- I rn rn
0
PIT LIMITS (TYP) I :C_ v ' NO OVERBURDEN m
34.0 ACRES TED BUFFER I // w _ C) � j�1 w
150`' UN E P�NTEO BERM �� s I
a
NEW ENTRANCE GATE
1T c) TEMPORARY
�y a ON -SITE GENERATED o° h�
6`, I , .` - .. TOPSOIL
\
N/F
DPDA PROPERTIES II
L LLC
DB 2300 P 5
PARID# 03113 PROPOSED MINING
J PIT LIMITS (TYP)
34.0 ACRES
I-
\'�/ -- .50' TAR-P4
I '
END NEW PERIMETER —
FENCE 0.5' INSIDE 50' TAR-PAM PROPERTY LINE
IDS 65zPI`H
PARID# 13806
� T=1
CL A STONE
CONCRETE / ASPHALT
\ ENTRANCE
" >, STOCKPILE °p000 o00 000 ° ° oo°poo o ° o°Op°o I
MATCHLINE A - MATCH E "A'> NEW ° \oo oaoo° —
# m PERMANENT Oo 0
J r 24 SOIL EDP 1 HAUL o ° \ / \
TEMPORARY L=18 z PROPOSED SILT FENCE ROAD o o PROPOSED 2E.
` ? W=9' J oo° GRAVEL DRIVE
/ HAUL ROAD T=2' L)
CL B STONE
HARRIS ACRES INC y;` - -
DB 1861 P 622 \
PARID9534 ;. - ` = �_ A A�50' UN=EXCAVATED BUFFER
308.6' Q ''
7� \ WITH. PLANTED BERM N/F
JULIAN C. HARRIS JR., ET AL
DB 3053 P 452
PARID# 10190
HARRIS ACRES INC
DB D# P 622 ;
V PARID# 69533
PROPOSED MINING
PIT LIMITS (TYP) 4\ / 6
34.0 ACRES / 14 BER \ / & HARRI ORES INC I
\ 1L -
SED � ) - ( SEC 1 - HA59 ACRES DB I 61 P 622
N/F - PRO I / I MAP BOOK 59 P 88 I
HARRIS ACRES PEezIiG P�SEE SHEET DI—A)
NCDEQ / N/F / PARIpy 69544
V AUSTIN D, coPPAGE /
�\ PARID#69532 4` "1 V / DB 3301 P 504
t. "'� UFFER T PARID# 82365
L_ _J ti7 13 .3 \ \ 20 PROPOSED AI FILTER EC 1 - HARRIS ACRES ' N/F / MARGARET MI N/F
HARt'S
MAP BOOR 59 P 88
N/F CONSTANCE N� MITCH LL HDBR1861C 622 DB RID# P 374
HARRIS ACRES INC PROPOSED MINING DB 3337 P 343 PARID# 6954' PARID# 10290
\ DPAR D� 69531A 1861 P 2 SEC "� HARRIS ACRES PIT LIMITS (TYP) PARID# 69538
Me aeoK 59 P as 34.0 ACRES '�—� HARRI F INC PERMIT TO BE OBTAINED ExlsnNc I
H��RRIS ACRES INCH DWELLING
D8 1861 P 622 DB 1861 P 622 FOR FILL OF WETLANDS TYP- _
I _
I a r PAIDq 69539 PARIDq 6ssao IN PERMANENT BUFFER _ I
\ N/F l — — .
`�N/F HARRIS ACRES INC-_-
_ HARRIS ACRES INC DB 1861 P 622
1 1 HARRIS JJ N/F
INC DB 1861 P 622 PARID# 69537 W
1 IDS 18p1 P 622 N/F PARID# 69536 1 1 Qlfn
/
\ — I HARRIS ACRES SEVILLE ROAD
\ 1 PARIq(♦ 69530 _I DB 1861 P 6 -
� PARID 6953
1 `
N/F
\- 1 GREGORY BUCK 16 P GF %�, LLC
�
OB 3316 P 842
I/ PARID# 200"r
- 3GIL CARROLL
JR. ET. AL.
DEO 5EE P 306
E - _� PARID# 20742
SEDIMENTATION/EROSOIN CONTROL _
CONSTRUCTION SEQUENCE
HARRIS MINING PIT
1. OBTAIN COPY OF APPROVED MINING PERMIT WITH APPROVED PLANS 1 \ \
2. MOW SITE
3. INSTALL CONSTRUCITON ENTRANCE/PERMANENT HAUL ROAD I �X
4. INSTALL NCDOT SPECIAL CONTROL SEDIMENT FENCE FOR TEMPORARY STOCKPILE ARE ��
I EA-ZE, La
5. INSTALL PROPOSED ARC FILTER AND ENERGY DISSIPATOR WHEN STORM DRAINAGE
PIPES ARE INSTRALLED.
6. COMMENCE MINING OPERATION g_
7. COMMENCE LOGGING AND CLEAR AND GRUBBING ON WEST SIDE OF MINING PIT�fRN IVI
€t , :�x
8. DURING MINING OPERATION MAINTAIN GRASS COVER ON ALL UNDISTURBED AREAS.
GRADE AND EXCAVATE MINE IN SUCH A MANNER AS TO DIRECT SEDIMENT INTO THE
EXISIT MINE AND AWAY FROM TAR-PAMILCO BUFFER AREAS AND ADJOINING PROPERTY OWNERS
111
S
)�
� m
z
�
ST PT\ONR i
Vicinity Map
NTS
NOTES:
rCITY OF
IGREENVILLE
THIS PROPERTY IS LOCATED WITHIN A FEMA DESIGNATED FLOOD HAZARD AREA
ACCORDING TO MAP NUMBER 372047600K DATED JULY 7, 2014.
THIS PROPERTY IS XXXXXX OF ANY PITT COUNTY PROTECTED WATERSHED AREA.
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
----- -------COMMITMENT/POLICY AND IS MADESUBJECTTO-ANY-DOCUMENT OF RECORD-` -"_--"- ----- - --- -
WHICH MAY AFFECT SUBJECT PROPERTY.
PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.
PROPERTY LINES NOT SURVEYED ARE SHOWN AS BROKEN LINES.
THERE ARE WETLANDS DELINEATION ON THIS SITE AS SHOWN.
NO NCGS GRID MONUMENTS LOCATED WITHIN 2000 FEET.
ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE
NOTED.
AREA COMPUTED BY COORDINATE METHOD.
DITCHES AND STREAMS ON SUBJECT PROPERTY MAY BE SUBJECT TO
TAR-PAMLICO BASIN REGULATIONS. NO DETERMINATION/LOCATIONS HAVE BEEN
MADE AT THIS TIME.
PIN: 4760-72-0590
ZONE CODE:
PROPERTY REFERENCES:
DEED BOOK 3053 PAGE 452
PROPERTY ONWNER:
DOROTHY H. HARRIS ET AL
POST OFFICE BOX 64
WILSON, NC 27834
MINING OPERATION RECLAMATION:
UPON CLOSING OUT OF MINING
OPERATION EXISTING MINING PIT TO BE
CONVERTED TO POND OR LAKE WITH
FRONTAGE ALONG NC HWY 33 WEST
TO BE PLATTED INTO RESIDENTIAL LOTS
WITH OWNERSHIP OF POND OR LAKE
INCLUDED IN ONE LOT.
NO OFF -SITE GENERATED MATERIAL TO
BE STORED ON -SITE.
CATEGORY
AFFECTED ACREAGE
BERMS
1.32
AC
STOCKPILES (TEMPORARY)
0.30
AC
WASTEPILES
0
HAUL RD
0.27
AC
HAUL RD TEMPORARY
0.88
AC
PROCESSING AREA
0 AC
MINE EXCAVATION
16.45
AC.
BUFFER (UNEXCAVATED)
12.18
AC
TOTAL AFFECTED
30.22
AC.
CATEGORY
UNAFFECTED
ACREAGE
AR PAM BUFFER
UNDISTURBED
3.78 AC
OTHER
0
TOTAL PERMITTED
134.0 AC.
100'
200'
%, I"11 ""I" TRC Stamp: City Council Stamp: Revision Date B
'° E AI?°`' " Herring —Sutton & Associates, P.A. —016
Harris Mining Pit — Over Scale: 1" May 0' Map No.
PLT Construction Co.
�. S��' Engineers —Surveyors —Planners / Firm License #C-2310 Pit Site Plan Drawn by: RTM/'rrix 2015-6118A
N.C.g
2201 Nash Street NW •Wilson, North Carolina 27896 • [phone] Belvoir TWsp., Pitt Co., NSheet No. SP-1
7 71.I I I II

9 i xi '!1L. 1.'. ..._ -'.1 •.._- I-...�.—�s i1 ..—.a u, u�
14'-0' � i Q 81-
BRACE POST E
WOVEN WIRE FENCE
END OR GATE LOCATION
d TOP BRACE 5,
4 PT. F5'
BED WIR
cINGT9 ISTE F
ti
— GROUND LINE
— 8"
RACE POSTS
WIRE_`
N
0
i
_ _FE-NCE CORNER -
LINE
BRACES SHALL BE ERECTED
BETWEEN TO BE
USED WHEN CORNER ANGLE IS 15"
OR GREATER
END,
CORNER OR GATE POSTS AT
INTERVALS 4,
4' �{ 4'
4'
NOT
EXCEEDING 324 FEET.
I�
THIS
MAXIMUM INTERVAL MAY BE
REDUCED BY
THE
ENGINEER ON CURVES WHERE
THE DEGREE
❑F CURVATURE
IS GREATER THAN
3 DEGREES.
4,
q.
q•
LINE
BRACES SHALL ALSO BE PLACED AT THE v
END
OF EACH ROLL OR PIECE OF
WOVEN WIRE.
LINE BRACES
(MAXIMUM SPACING 324')
THE BRACE WIRE IS TO BE PLACED AROUND THE POST. WIRE IS TO BE DRAWN TAUT
BY TWISTING BETWEEN EACH POST, THIS APPLIES TO ALL BRACE WIRES, POSTS ARE
TO BE NOTCHED FOR BRACES, ALL BRACES ARE TO HAVE TWO GALVANIZED 12d OR
THREE GALVANIZED 10d NAI1_S AT EACH END,
CURVED TO FIT
DIAMETER ­DF FRAME
o CURVED TO FIT
o DIAMETER OF
BELT HINGE
�5T8 HINGE CLAMP
(2 REQUIRED) LATCH DEVICE IS TO BE OF TYF
APPROVED BY THE ENGINEER,
HINGE ASSEMBLY, AS DETAILED,
IS SUGGESTED, SUBSTITUTION
MAY BE MADE SUBJECT TO
(2 REQUIRED)
APPROVAL BY THE ENGINEER.
GATE FRAME IS TO BE 1?"
DIAMETER GALVANIZED STEEL
PIPE EXCEPT AS SHOWN HERE.
RIGHT-OF-WAY FENCE
BUFFER STRIP
UN-MAINTAINLU
GRASS
BUFFER STRIP
TO BANK OF
DRAINAGE
STRIP =
h
0
WATER 4'+/- Sw` _ - _ --
SN -
PIT EXCAVATION ADJACENT
TO TAR-PAM BUFFER
NOT TO SCALE
POST FOR BLOCKING DRIVEWAYS
DR OTHER ENTRANCES
T❑ BE INSTALLED IN ADDITION TO FENCE WHERE
SHOWN IN PLANS OR WHERE DIRECTED BY THE ENGINE-R
L
E
T LOBLOLLY PINES
/ \ PLANT 10' OC EACH WAY
33.0'
BERM DETAIL
NO SCALE
(OVEN WIRE FENCE
IT BARB WIRE
PROPOSED 48 LF-18"
RCP MATCH EXISTING
DITCH INVERT
CONCXETE/
ASPHALT
ENTRANCE
,, o°
o°o°°°
o PROPOSED 24' /
GRAVEL DRIVE
---- INSET -»A„ -- --
PROPOSED 180 LF-36"
HDPE MATCH EXISTING
DITCH INVERT
INSET PPB PP
F
F e.
el"t <... s
DITCH DETAIL
NO SCALE
100' 0' 100' 200' 300'
I11AR I„11„
++.+ " TRC Stamp: City Council Stamp: Revision Date B Harris Mining Pit a e: ay
°'�9,=: Herring —Sutton & Associates, P.A.
�.1off' = Engineers — Surveyors — Planners / Firm License #C-2310 PLT f C°nstrctlon CO. Miscellaneous Details Drawn by:� RTM�OTWH 2O15p 6118A
?�?����� 2201 Nash Street NW * Wilson, North Carolina 27896 * [phone] Belvoir 1 S�i., Pitt CO., 1\ .C.
Sheet No. DT-1
FL. S +++
1
-l-T Fr . '41 .1 �. r_ �
i�7T.�[{•I {,. T-T*. ".
•ni. M 1 4iY { !.r..�. ! 1 {1. .. +
.'r.. 1 re ,x 'i ( 1 1'It 1 i r.•�.,yxfl 1Y H-'1-t Vl �:- r-•n+1
:.

NOTES:
1.
Toe in backfill into trench and compact the soil firmly to anchor the bottom
of the silt fence so that the runoff is forced to go through the fence. No
r
N w
runoff is to flow under the fence.
2.
FILTER FABRIC.
Posts for sediment fences are to be 1.33 Ib/LF steel with a minimum length
v
,;
of 5 ft. Make sure that steel posts have projections to facilitate fastening
the fabric. Filter fabric may be attached using wire or plastic zip ties that
6' MAX WITH EXTRA STRENGTH
have a minimum 50 lb tensile strength.
v�
FABRIC. W/O WIRE FENCE. 3.
Total drainage area flowing to silt fence may not exceed 1/4 acre per 100 Ft.
8' MAX. WITH STANDARD STRENGTH
of fence.
FABRIC WITH WIRE FENCE.
4.
Silt fences should not be used at pipe outlets or in areas of concentrated flow
(creeks, ditchlines, swales etc.)
w'
y
5.
Construct the silt fence sediment barrier with either Standard Strength or Extra
Strength synthetic filter fabrics. If Standard Strength fabric (TerraTex SF 90
y
or equiv.) is used, wire mesh support IS required. If Extra Strength fabric
W
(Mirafi 100X or TerraTex SFD or equiv.) is used, NO support is required.
• `�.•
v a-
�v��
WIRE IS REQUIRED FOR 6.
Standard Strength fabric TerraTex SF 90 ore ulv. with 8 ft max post
9 ( q }
V `,
STANDARD STRENGTH
spacing DOES require support by wire mesh fastened securely to the upslope
ILI
,,
,L,
;,
FENCING. SEE NOTE 5.
side of the posts. Use wire fence with a minimum 14 gouge and a maximum
t
.N'
mesh spacing of 6 Inches. Extend the wire mesh support to the bottom of
Y '4�
w
the trench. Fasten wire reinforcement, then fabric on the upslope side of the
fence post using wire or plastic zip ties that have a minimum 50 lb tensile
strength.
NOTE 1 > i
SELF -FASTENING STEEL 7,
Extra Strength Filter Fabric (Mirafi 10OX or TerraTex SFD or equiv.) with 6 ft
f I
POSTS OR EQUIVALENT. DRIVE
POSTS 24" INTO GROUND.
max. post spacing DOES NOT require wire mesh support. Securely fasten
SEE NOTE 2.
filter fabric directlyto posts. Wire or plastic zip ties that have a minimum 50
p p p
,`1
lb tensile strength.
'��i.`fIKI-L:!`_4Q a�l�Re
[ �1S: �Ii.�rA1�
ALLOW RADIUS TO -
ENSURE `4�� Cil1iZ.
• TRUCK1 •�A i
1 - �
sca
90" TYPICAL
110' MAX.
P--
Y
E 5
E
[
A
ICI
I,
€:
g
Pu
_
IIII-LI_
'
-1 I =1Ih
I�
I
DRIVE STEEL POSTS
`'
x a
'.
'
":""
III
,yl
MIN. 24" (EXTRA DEPTH
.'. _...
REQUIRED FOR UNSTABLE
SOILS)
J
U
TYICAL SILT FENCING DETAIL
100' MIN., OR LONGER
(BUT SUFFICIENT TO
KEEP SEDIMENT ON SITE)
SEE NOTE 3
SEE NOTE 2
25' OR WIDTH OF PROPOSED
STREET, WHICHEVER IS GREATER
-q
EXISTING ROADWAY 35' MIN, 15' MIN. ?
6" MIN.
2% SLOPE (SEE NOTE 2)
i 2"-3" STONE TO BE USED
SECTION A -A (SURGE PILE STONE OR
RAILROAD BALLAST
RECOMMENDED)
IF CANNOT MAINTAIN
CONSTRUCTION ENTRANCE
WASH STONE WILL BE
CONSTRUCTION SPECIFICATIONS: REQUIRED.
1. Clear the entrance/exit area of all vegetation, roots, and other objectionable
material.
2. Grade the road foundation so that the entrance/ exit will have a cross slope.
3. Stone size - Use MSHA size No. 2 (2 1/2" to 1") or AASHTO designation M43,
size No. 2 (2 1/2" to 1 1/2"), or No. 4 (Railroad Ballast).
4. Maintain the gravel pad in a condition to prevent mud or sediment from leaving
the site onto the public right-of-way. This may require periodic top dressing with
additional stone as conditions demand repair and/or cleanout of any measures
used to trap sediment. Should mud be tracked or washed onto road, it must be
removed immediately.
5. If construction on the site is such that the mud is not removed by the vehicle
traveling over the stone, then the tires of the vehicle must be washed before
entering the existing roadway. When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-of-way. When washing is
required, it shall be done on an area stabilized with crush stone which drains to
an approved sediment trap or sediment basin. All sediment shall be prevented
from entering any storm drain, ditch, or watercourse through use of sand bags,
gravel, boards, or other approved methods.
6. Install silt fence or tree protection fence to ensure construction entrance is used.
STANDARD CONSTRUCTION
ENTRANCE DETAIL
TRC Stamp:. J City Council Stamp:
L.
ENERGY DISSIPATION PAD
DESIGN PROCEDURES FOR RIPRAP OUTLET STRUCTURES ARE PRESENTED IN
APPENDIX 8.06.
THE CRITERIA FOR DESIGN OF RIPRAP OUTLETS ARE
CAPACITY--10 YR. PEAK RUNOFF OR THE DESIGN DISCHARGE OF THE
WATER CONVEYANCE STRUCTURE, WHICHEVER IS GREATER.
TAILWATER DEPTH-- DETERMINE THE DEPTH OF TAILWATER IMMEDIATELY
BELOW THE PIPE OUTLET BASED ON THE DESIGN DISCHARGE PLUS OTHER
CONTRIBUTING FLOWS. IF THE TAILWATER DEPTH IS LESS THAN HALF THE
DIAMETER OF THE OUTLET PIPE AND THE RECEIVING STREAM IS
SUFFICIENTLY WIDE TO ACCEPT THE DIVERGENCE OF ROW, IT IS CLASSED
AS A MINIMUM TAILWATER CONDITION. IF THE TAILWATER DEPTH IS GREATER
THAN HALF THE PIPE DIAMETER, IT IS CLASSED AS A MAXIMUM TAILWATER
CONDITION. PIPES THAT OUTLET ONTO BROAD RAT AREAS WITH NO DEFINED
CHANNEL MAY BE ASSUMED TO HAVE A MINIMUM TAILWATER CONDITION
UNLESS SITE CONDITIONS INDICATE OTHERWISE.
APRON SIZE-- THE APRON LENGTH AND WIDTH CAN BE DETERMINED
ACCORDING TO THE TAILWATER CONDITION. IF THE WATER CONVEYANCE
STRUCTURE DISCHARGES DIRECTLY INTO A WELL-DEFINED CHANNEL EXTEND
THE APRON ACROSS THE CHANNEL BOTTOM AND UP THE CHANNEL BANKS
TO AN ELEVATION OF 0.5 FT. ABOVE THE MAXIMUM TAILWATER DEPTH OR
TO THE TOP OF THE BANK, WHICHEVER IS LESS (FIGURE 6.41C).
THICKNESS-- MAKE THE MINIMUM THICKNESS OF RIPRAP 1.5 TIMES THE
MAXIMUM STONE DIAMETER.
STONE QUALITY-- SELECT STONE FOR RIPRAP FROM FIELD STONE OR
QUARRY STONE. THE STONE SHOULD BE HARD, ANGULAR, AND HIGHLY
WEATHER -RESISTANT. THE SPECIFIC GRAVITY OF THE INDIVIDUAL STONES
SHOULD BE AT LEAST 2.5.
FILTER --INSTALL A FILTER TO PREVENT SOIL MOVEMENT THROUGH THE
OPENINGS IN THE RIPRAP. THE FILTER SHOULD CONSIST OF A GRADED
GRAVEL LAYER OR A SYNTHETIC FILTER CLOTH. DESIGN FILTER BLANKETS
BY THE METHOD DESCRIBED IN PRACTICE 6.15, RIPRAP.
CONSTRUCTION SPECIFICATIONS
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE
REQUIRED UNES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL
REWIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING
UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED
SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED
U
GRADING LIMITS SHOWN ON THE PLANS.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE
PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION.
REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER
PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS
SHOULD OVERLAP A MINIMUM OF 1 FT. IF THE DAMAGE IS EXTENSIVE,
REPLACE THE ENTIRE FILTER CLOTH.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID
DAMAGING THE FILTER.
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE
MAXIMUM STONE DIAMETER.
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE
HARD, ANGULAR, HIGHLY -WEATHER -RESISTANT AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE
END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH
THE RECEIVING AREA OR SUGHTLY BELOW IT.
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING
STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE
IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF
THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION, STABIUZE ALL DISTURBED AREAS
WITH VEGETATION (PRACTICES 6.10, TEMPORARY SEEDING, AND 6.11,
PERMANENT SEEDING).
I
SECTION A -A "'TER BLANKET
NOTES,
INSE APPROPRIATE SOHEIKIE FOR DIMENMONS
1. IA IS TIE UENCM OF ME RIPRAP APRON.
2 D - 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT
NOT LESS MAN 5-
? IN WEE-DEMM EXTEND ME APRON UP ME
DHAINEL NANKS TO AN ELEVATION OF 5- AIXIE ME
MAXIMUM TALYMTER DEPTH OR TO WE TDP DF ME
BANN "IOH EVER IS UBM
A A FILTER DLANKET ON nI FARMC SHOULD SE
INSTALLED BETWEEN ME RPRM AND SOL
FauuATTDN.
PIPE CULVERT OUTLET PROTECTION FOR DEFINED CHANNEL
TIPI CA
FLAREI
SECTO
ISOMETRIC VIEW
RIPRAP
1 A
L � w
aM = PIPE DIA
La = APRON LENGTH
W APRON
WIDTH3 % PIPE 0 MIN PLAAJ
a APRON DEPTH
LN
SLOPE 0 z FLOW
NOTES:- L SEClldl A -A
SEE APPROPRIATE SEEDUIE FOR DMEN90115 FILTER BLANKET
1. LA Is WE LFN ;TH OF ME RPRAP APRON.
I • - 1.5 1ME5 WE MAXIMUM STONE DIAMETER
BUT NOT NEW MEN •-.
1 A FLTER BLANKET M FILTER FABRIC SHOULD SE
INSTALLED BETWEEN ME INFIRM AND 501E
FOUNDATION.
PIPE OUTLET TO RAT AREA - NO WELL DEFINED CHANNEL
TYPICAL ENERGY DISSIPATION PAD
Herring -Sutton & Associates, P.A.
Engineers - Surveyors - Planners
2201 Nash Street NW, Wilson, North Carolina 27896 [phone]
FRONTVIEW
1 /4"WIRE MESH
SEDIMENT CONTROL STONE
r )'MIN,
WATER FLOW �
Material Specifications
Hardware cloth shall be a wire mesh with A -inch
openings and constructed from minimum 24-gauge
wire that is at least 48 inches in width, as required
in Section 16o6-2 of the Standard Specifications.
STONE 0 Steel posts shall be a minimum of 5-feet long, 1-3/8
inches wide on the face parallel to the hardware
cloth, and be of the self -fastener angle steel type.
See Section 16o6-2 of the Standard Specifications.
• Sediment control stone shall be No. 5 or No. 57
stone that meets the requirements of Section 1005
of the Standard Specifications for these stone sizes.
STEELPOST
Z 2'DEPTH
CROSS SECTION - -
IRE MESH
'IMENTCONTROL
,NE
ISOMETRIC VIEW
NCDOT SPECIAL CONTROL
SILT FENCE
60100,�GNIGnE S,�
SEEDING (PERMANENT)
SUMMER MARCH 1- AUGUST 31 WINTER SEPTEMBER 1- FEBRUARY 28
SEEDING MIXTURE
SPECIES RATE(LB/ACRE) SPEMEC RATTE(LB/ACRE)
BERMUDA GRASS (HULLED) 35 BERMUDA GRASS (UNHULLED) 35
CENTIPEDE 10 TALL FESCUE 50
GERMAN/BROWNTOP MILLET GRAIN 10 ANNUAL RYE 10
SEEDING (TEMPORARY)
SUMMER MARCH 1- AUGUST 31 WINTER SEPTEMBER 1- FEBRUARY 28
SEEDING MIXTURE
SPECIES RRA E(LB/ACRE) SPEDIES RATE ( LB/ACRE)
GERMAN/BROWNTOP MILLET GRAIN 40 ANNUAL RYE 20
OATS 50
SOIL AMENDMENTS
APPLY LIME AND FERTIUZER ACCORDING TO SOIL TEST PROVIDED TO ENGINEER FOR APPROVAL OR APPLY 4.000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 500 LB/ACRE 10-10-10 FERTILIZER FOR SUMMER SEEDING. FOR WINTER SEEDING APPLY LIME AND
FERTILIZER ACCORDING TO SOIL TEST PROVIDED TO ENGINEER FOR APPROVAL OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL
UMESTONE AND 700 LBS/ACRE OF 10-10-10 FERTILIZER
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR ROVING OR BY CRIMPING PATH A MULCH ANCHORING TOOL. TACKING RATE TO BE 0.10 GALLONS PER SQUARE YARD. A DISK
WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. IF CRIMPING IS USE THE ABOVE STRAW APPLICATION
RATE SHALL BE DOUBLED.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFER71UZE IN THE SECOND YEAR, ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500
LB/ACRE 10-10-10 FERTIUZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTIUZE, AND MULCH
DAMAGED AREAS IMMEDIATELY.
CONTRACTOR IS RESPONSIBLE FOR MOWING, RESEEDING, FERTIU2ING AND UMING IF ADEQUATE GROUND COVER IS NOT OBTAINED AT NO
COST TO OWNER.
TYPICAL SEEDING SCHEDULE
Construction Specifications
Hardware Cloth
• The hardware cloth shall be installed at a height of 2 feet and placed 2-
feet under the sediment control stone.
• Sediment control stone shall be installed on the outer face of the
hardware cloth to a height of i foot
The top of the hardware cloth shall be a minimum of i-foot below the
shoulder to prevent flowfrom backing up into the roadway,
• The top of the hardware cloth shall also be a minimum of i-foot below
--- .any clean-waterdive►sion to{uevedrunoff frombacking-up,mixing-.
with clean water and bypassing the SSCF through the clean water
diversion.
Steel Posts
• The steel posts shall be installed a minimum of 2-feet deep and with a
maximum spacing of 3 feet.
Silt Fence
• SSCF sections used with silt fence in wetland areas shall be limited to
15-foot sections spaced a maximum of 200 feet apart to allow for
complete removal of sediment control stone and to minimize impacts
to wetlands,
• When SSCF is used in conjunction with silt fence, sediment control
stone should extend (overlap silt fence)12 inches on either side
Maintenance
• Inspect the device periodically and after each significant rainfall event for damage and sediment
accumulation to confirm the device is functioning properly.
• At a minimum, remove sediment from the device when accumulations reach one-half the height of the
sediment control stone.
• Replace or clean the sediment control stone as needed to allow waterto drain through the device between
rainfall events.
• Rebuild and/orrepairthe device when it is damaged.
• Repair areas where SSCF becomes undermined due to concentrated flows.
NEW STABILIZATION TIMEFRAMES-
(EFFECTIVE AUGUST 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES, SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPE STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAT 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
P`- ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES
- Harris Mining Pit -
PLT Construction Co.
Belvoir Twsp., Pitt Co., N.C.
1 I CLASSRIP FAP `(SEE SECTION iHflU EARIN BELOW /
IRS
INVENT RIP RM HGDWWLL
I fLD PIPE
f RJR
5ED
EM Si I I .I... I( / / B 5 WASHED STONE 1' THICK, 3' MICM MIN
/ NOTE, B ARE MIN" ACCFPtMI E UN EM
PIPE INVERT
AREAS1L BE DISTURBED (SSEDIMENT STORAGE ZONE
IcuT,T, mLEO. Erc.)
7 ELooO STORAGE zDNE }--}-� RIP_RAa HEaowaEL
N.ruRAE cflourvD
Rpy
\ aow
a
�- CLASS 1. RIP -RAP
d 5 WASHED PONE
Mnx. SEDIMENT DEPTH (CLEAN OUT POINT)
ARC FILTER DETAIL
Sedimentation and
Erosion Control Details
Date: May 2016
Scale: no scale Map No.
Drawn by: twh 2015-6118A
Sheet No. DT-2
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VICINITY MAP
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SCOPE OF WORK
THE WORK OF THIS PROJECT INCLUDES THE
CONSTRUCTION OF A MINING PIT ON THE
DOROTHY H. HARRIS ET AL PROPERTY.
SHEETS
TP-1
BOUNDARY & TOPOGRAPHIC MAP
SP-1
MINING PIT SITE
PLAN
SIP 2-1
MINING PIT SITE
PLAN — SHEET
No.
1 (50'
SCALE)
SIP 2-2
MINING PIT SITE
PLAN — SHEET
No.
2 (50'
SCALE)
SIP 2-3
MINING PIT SITE
PLAN — SHEET
No.
3 (50'
SCALE)
CITY OF
SIP 2-4
MINING PIT SITE
PLAN — SHEET
No.
4 (50'
SCALE)
IGREENVILLE
DT-1
MISCELLANEOUS
DETAILS
DT-2
SEDIMENTATION
& EROSION CONTROL
DETAILS
LEGEND
(NOTE: NUMBER IN LINE DENOTES
PIPE SIZE IN INCHES)
- - -
GAS
EXISTING GAS LINE
- - -
6'0W
EXISTING WATER LINE
EXISTING STORM SEWER LINE
- - -
6" O55
EXISTING SANITARY SEWER LINE
COW
PROPOSED WATER LINE
PROPOSED STORM SEWER LINE
6"6SS
PROPOSED SANITARY SEWER LINE
- - -
CATV
EXISTING CABLE TELEVISION CABLE
- - - - T -
- - - T -
EXISTING TELEPHONE CABLE
-
FOC
EXISTING FIBER OPTIC CABLE
- - -
OHE
EXISTING OVERHEAD ELECTRIC
- - -
UGE
EXISTING UNDERGROUND ELECTRIC
RWL
REGULATED WETLANDS
NEUSEBUF
NEUSE BUFFER
FLWAY
FLOODWAY
TPB
TAR PAMILCO BUFFER
WSD
WATERSHED
1%FL
1% ANNUAL CHANCE OF FLOOD
— - -
- -
EXISTING R/W
PROPOSED R/W
EXISTING CL RAILROAD
EXISTING WOODS LINE
SURVEY
SYMBOLS
EXISTING IRON PIPE
+.-€XISTING
SPOT ELEVATION
O
NEW IRON PIPE
}
PROPOSED SPOT ELEVATION
AXLE
0
COMPUTED POINT
•
EXISTING AXLE
■
EXISTING CONCRETE MONUMENT
®
U.S.G.S. MONUMENT
❑
NEW CONCRETE MONUMENT
BENCH MARK
♦
EXISTING PK NAIL
•
EXISTING RAILROAD SPIKE
A
NEW PK NAIL
O
NEW RAILROAD SPIKE
STORM SEWER SYMBOLS
EXISTING CATCH BASIN
® PROPOSED CATCH BASIN
EXISTING STORM DRAIN MANHOLE
OO PROPOSED STORM DRAIN MANHOLE
EXISTING FLARED END SECTION
PROPOSED FLARED END SECTION
❑ EXISTING DROP INLET
PROPOSED DROP INLET
SANITARY SEWER SYMBOLS
-C-
EXISTING MANHOLE
-0-
PROPOSED MANHOLE
O
EXISTING SEWER SERVICE
OS
PROPOSED SEWER SERVICE
CO
�
EXISTING SEWER CLEAN -OUT
42
PROPOSED SEWER CLEAN -OUT
WATER
SYMBOLS
¢Do-
EXISTING FIR__ HYDRANT
F
EXISTING PLUG
..
PROPOSED FIRE HYDRANT
E'
PROPOSED PLUG
-0o-
EXISTING VA!_VE
O
EXISTING WATER METER
-�
PROPOSED Vl _VE
®
PROPOSED WATER METER
EXISTING TEE
(do-
EXISTING BLOW OFF
-i-
PROPOSED TEE
N�
PROPOSED BLOW OFF
EXISTING CROSS
BFP
EXISTING BACK -FLOW PREVENTER
PROPOSED CROSS
BFP
PROPOSED BACK -FLOW PREVENTER
UTILITY
SYMBOLS
X
PROPOSED POWER POLE
©
EXISTING CAN PEDESTAL
fi
EXISTING POWER POLE
0
EXISTING TELEPHONE PEDESTAL
C-
EXISTING GUY WIRE
❑E
EXISTING ELECTRICAL PEDESTAL
ID
EXISTING GAS VALVE
X
PROPOSED LIGHT POLE
IJ
PROPOSED GAS VALVE
EXISTING LIGHT POLE
@9
EXISTING GAS METER
E)
PROPOSED GAS METER
EROSION CONTROL SYMBOLS
PROPOSED TEMPORARY SEDIMENT TRAP
PROPOSED SEDIMENT BASIN
PROPOSED TEMPORARY ROCK CHECK DAM
PROPOSED ARC FILTER
PROPOSED INLET PROTECTOR
PROPOSED LEVEL SPREADER
1
PROPOSED TOPSOIL STOCK PILE
I (•]� PROPOSED TREE PROTECTION
I I PROPOSED TEMP. GRAVEL CONSTRUCTION ENTRANCE
PROPOSED ENERGY DISSIPATION PAD
PROPOSED TEMPORARY STRAW/NET LINER
PROPOSED SILT FENCE
PROPOSED LIMITS OF DISTURBANCE
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ENGINEERS
• SURVEYORS PLANNERS '
2201 NASH STREET NW — WILSON, NC 27896
TEL [phone] FAX [phone] FIRM LICENSE #C-2310
PROJECT NUMBER
15-6118A
DATE
October 2015
SURVEYED BY
tk
DESIGNED BY
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DRAFTED BY
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CHECKED BY
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REVISION NOTES
1
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5
6
7
8
9
10
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TRIB�TARY� RBED a�
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NOTES:
-- UFFER
s� / ,TAR—PAM B eaeo.,90 �POGPo
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BOUNDARY BASED ON PITT COUNTY GIS AND EXISTING SUBDIVISION
PLATS AND DOES NOT REPRESENT A CURRENT GROUND BOUNDARY
�( �8 TPg �P� oeQPo -
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IF O 9 ti
SURVEY. TOPOGRAPHIC S ARE BASED ON LIDAR INFORMATION AND
DOES NOT REPRESENT A CURRENT GROUND TOPOGRAPHIC SURVEY.
WITHIN
P h /��° \
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0 0 `voo� P e h
THIS PROPERTY IS LOCATED A FEMA DESIGNATED FLOOD
HAZARD AREA ACCORDING TO MAP NUMBER 372047600K DATED JULY
7. 2014.
i
j � ` �o`�y e
9AA M
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
COMMITMENT/POLICY AND IS MADE SUBJECT TO ANY DOCUMENT OF
RECORD WHICH MAY AFFECT SUBJECT PROPERTY.
PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF
iY Cj� �oPQ 0°
RECORD.
PROPERTY LINES NOT SURVEYED ARE SHOWN AS BROKEN LINES.
I(
F ! 'SJ �W /
THERE ARE WETLANDS DELINEATION ON THIS SITE AS SHOWN.
NO NCGS GRID MONUMENTS LOCATED WITHIN 2000 FEET.
e`�� �O\, -� �S
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ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS
OTHERWISE NOTED.
AREA COMPUTED BY COORDINATE METHOD.
`
03 v\
DITCHES AND STREAMS ON SUBJECT PROPERTY MAY BE SUBJECT TO
TAR-PAMLICO BASIN REGULATIONS. NO DETERMINATION/LOCATIONS
HAVE BEEN MADE AT THIS TIME.
PIN: 4760-72-0590
L S \P
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ZONE CODE:
PROPERTY REFERENCES:
\
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DEED BOOK 3053 PAGE 452
PROPERTY OWNER:
DOROTHY H. HARRIS ET AL
POST BOX
WI SON,FNCE2783464
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CAR ,,
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City Council Stamp:
Revision
Date
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Herring —Sutton &Associates, P.A.
— Harris Mining Pit —
Boundary &
Date: October 2015
Scale: 1" = 100,
Map No.
s0 .�6
>
Engineers — Surveyors — Planners / Firm License #C-2310
Co.,•
Belvoir Twsp Pitt C
Topographic Map
2015-6118A
Drawn by: IZTM/rrrx
,,
2201 Nash Street NW • Wilson, North Carolina 27896 • 252 291-8887
,
• • •
Sheet No. TP-1
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USE
I CHERYL S. MILLS
DB 937 P 122
06 zLLC P s PARID# 218107 10' PLANTED SCREENING BUFFER
PARID# 03113 PROPOSED MINING
PIT LIMITS TYP N/F AS PER 10(H)(2) OF THE PITT COUNTY
( ) DAVID GLADSDN ZONING ORDINANCE
34.0 ACRES DB 2666 P 598 I PROPOSED MINING
PARID# 21850 25 NCDEQ
BUFFER PIT LIMITS (TYP)
/ I I o 34.0 ACRES
0
50' TAR P:4M UFFZ\ 30
4' -ram BED-�
-- 1N-EXCAVATED AREA
END NEW PERIMETER � -- -- � - ��_ �
r \
FENCE 0.5' INSIDE
50' TAR-PAM BUFFER -� AREAS NORTH OFA�T�
PAM BUF�R TO
PROPERTY LINE TPB UNDISTURBED / ��_` �, BE AGRICULTURE' USE HIS TIME. A MINING
/ ----
�__ me \�B ` -� :PERMIT- MODIFICATION YBE =SUBMITTED IN �
THE FUTURE FOR MIN THIS AREA
TPB
/ SUy \\
LIMITS OF MINE --\ ' \TRH gR�pq;
EXCAVATING A 9�Tq M e�F
�T1 PROPERTY OF SU' \0 p FR
DOROTHY H. HARRIS ET AL - •4S°
DB 3053 PG 452 PIN 4 60720590
N/F
DPDPROPERTIES II
1
�PHILLIP
J
N/F
N. MILLS
DB U41 P 448
II PARID# 26251
_
'
N/F
i
PHILLIP N. MILLS
DB 937 P 122
I I
PARID# 21807
10' PLANTED SCREENING BUFFER
AS PER 10(H)(2) OF THE PITT COUNTY
ZONING ORDINANCE
NCDOT ..R/W A"v`w"7
AREAS -
NORTH OF TAR-PAM BUFFER
TO BE AGRICULTURE USE
/ � I
N/F I
JULIAN C. HARRIS JR., ET AL -
DB 3053 P 452 I Q:
PARID# 10190
.41
I I
00 32' UNDISTURBED AREAS OF
a
� \ MINE PIT TO BE �'TU o 3 W
/ mz , SEEDED & MOWED J ��iij W
m
RUTH L. LEE c�i �` _ BEGIN EW PERIMETER
�y Itzi
UB 652 P 141 _1 C
PARID# 13806' --� CO
rArl j \ n -- ' FENCE. 0.5' INSIDE
v o � PROPERTY LINE
i a
x PROPOSED NCDOT SPECIAL e� -0
PIT PIT UPPER SOIL I II µ z CONTROL SILT FENCE m N I
PROPOSED MINING 6 TOPSOIL v 0�_ En mIP
s
PIT LIMITS (TYP) NO OVERBURDEN m - P3 \ v v
34.0 ACRES _ jEp BUFFER w - D
150' ' UN EpC1 ANTED BERM \�� _ �s r. 171
NEW ENTRANCE GATE
`WIT I TEMPORARY /
I -A\ a II oN ON -SITE GENERATED
TOPSOIL ° h
000 � o
N/F
MARGARET MITCHELL HARRIS
DB 3392 P 374
PARID# 10290
EDP #2
L=8'
W=6'
T=1'
CL A STONE
CONCRETE / ASPHALT
ENTRANCE
x MATCHLINE A" MATCH E "A" NEW ° o00 000 00000
STOCKPILE °p000 000 0000 0 00 000 0 000 00
0° PERMANENT oa°p°O °p °O V�
r• �+aR? r � 24' SOIL EDP #1 HAUL o°oo°�
�2 � L=18' z ROAD oo PROPOSED 24" /
,, TEMPORARY - PROPOSED SILT FENCE o0
I
W=9' J oo GRAVEL DRIVE
HAUL ROAD T-2' U - -
CL B STONENOE
A� HARRIS ACRES we � � .'. L
I IDS 1861 P 622 -
PARID#769534 \ / f� \y\ UN --EXCAVATED BUFFER 308.6 - -- ---
- / N/F
WITH PLANTED BERM
JU LIAN C. HARRIS JR., ET AL
DB P 452 \
PARID#
10190 T
N/F
HARRIS ACRES INC—
`� IDS 1861 P PA 2 PARID# 69533�� \ l
PROPOSED MINING — 3 \,
PIT LIMITS (TYP) _ 4'�� / w 26 \�— -
PR D D HARBRI cPEs INC
a s F I
N/F
` \ 34.0 ACRES y 4 ET BERM \ / / SEC 1 -HARRIS ACRES I
i
OSE 33 11 / MAP BOOK 59 F 88 1 61 2
/ PARI # 69544
L \ I\ H / HARRIS ORES INC 7e. �� gyE �� ,��' Cr \ / N C
\ SEE 5' NCDEQ \ AusTw D coPPACE
DB 1861 P 622 ( - �11�J i
\ ,... \ 1 / DB 3307 P 504 1
' PARID# 6 532 +�?.- -�
D 9 ,'^
x'..y �BUFFER � �' � � � PARID# 82365
I
J4 x "-
v a:
J 3 �° / 20 PROPOSED ARC FILTER sec 1 -HARRIS ACRES N/F
\\ N/F T - / N/F MAP BOOK 59 P BS HARRIS ACRES
HARRIS ACRES INC ! PROPOSED MINING CO NSTANCE N. MITCHELL DB 1861 P 622
DB 1861 P 622 OB 3337 P 343 21 PARID# 6954- \�
i PARID# 6ss31 SEC 1 -HARRIS ACRES PIT LIMITS (TYP) PARID# 69538 0 1 —
n_g2 K 59 P ae / N7E--- N/F Exlsn"c
_ RR Is ACRES INS PERMIT TO BE OBTAINED
HARRI ACRES INC DWELLING
�i 34.0 ACRES 9 �B 1861 P 622 DB 1561 P 622 FOR FILL OF WETLANDS TYP.
II
T 18 1 PAR 69539 PARID# 69540
\ - I IN PERMANENT BUFFER — — —
\ 1� N/F HARRIS ACRES INC
N)F
HARRIS ACRES INC OB 18T
17. 1 /
— DB 1861 P 622 PARID#
P 622 69537
HARRIS ACRES INC
- N/F PARID# 69536 Qtfn
/ I 92
J MARGARET MITCHELL HARRIS
I DB PARID#
P 374
PARID# 10290
I _
B.` T --� i
I DB ,841 P o22 HARRIS ACRES INC SEVILLE ROAD —
PARIp 69530 1
/ 1 # DB 1861 P 62� _;0 N . —
PARID# 695315 �. -- —
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SEDIMENTATION/EROSOIN CONTROL
CONSTRUCTION SEQUENCE-
HARRIS MINING PIT 1 1 1 \
1
1. OBTAIN COPY OF APPROVED MINING PERMIT WITH APPROVED PLANS /
ERE
GREGORY BUCK WELCH -EC-Cy, ILLS
DB 3316 P 842
PARID# 20018
N/F \
RGIL CARROLL JENKINS, JR. ET.AL
DB 2015E P 306
� PARID# 20742
2. MOW SITE g a Rz
3. INSTALL CONSTRUCITON ENTRANCE/PERMANENT HAUL ROAD \ A� — A.. a R
4. INSTALL NCDOT SPECIAL CONTROL SEDIMENT FENCE FOR TEMPORARY STOCKPILE AREA,' I _�
5. INSTALL PROPOSED ARC FILTER AND ENERGY DISSIPATOR WHEN STORM DRAINAGE i _ x x _ _ ate•- ,
PIPES ARE INSTRALLED. v_
6. COMMENCE MINING OPERATION 1 �'� ,%#
7. COMMENCE LOGGING AND CLEAR AND GRUBBING ON WEST SIDE OF MINING PIT % �� _ 1 �` i# a '` _ 4t1 ` i
8. DURING MINING OPERATION MAINTAIN GRASS COVER ON ALL UNDISTURBED AREAS. - "
GRADE AND EXCAVATE MINE IN SUCH A MANNER AS TO DIRECT SEDIMENT INTO THE
EXISIT MINE AND AWAY FROM TAR-PAMILCO BUFFER AREAS AND ADJOINING PROPERTY OWNERS
PRC stamp: City Council Stamp: Revision Date By • • • •
L.
Herring —Sutton & Associates, P.A.
Engineers — Surveyors — Planners / Firm License #C-2310
2201 Nash Street NW • Wilson, North Carolina 27896 ' [phone]
— Harris Mining Pit —
PLT Construction Co.
Belvoir Twsp., Pitt Co., N.C.
5
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Vicinity Map
NTS
NOTES:
THIS PROPERTY IS LOCATED WITHIN A FEMA DESIGNATED FLOOD HAZARD AREA
ACCORDING TO MAP NUMBER 372047600K DATED JULY 7, 2014.
THIS PROPERTY IS XXXXXX OF ANY PITT COUNTY PROTECTED WATERSHED AREA.
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
COMMITMENT/POLICY AND IS MADE SUBJECT TO ANY DOCUMENT OF RECORD
WHICH MAY AFFECT SUBJECT PROPERTY.
PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.
PROPERTY LINES NOT SURVEYED ARE SHOWN AS BROKEN LINES.
THERE ARE WETLANDS DELINEATION ON THIS SITE AS SHOWN.
NO NCGS GRID MONUMENTS LOCATED WITHIN 2000 FEET.
ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE
NOTED.
AREA COMPUTED BY COORDINATE METHOD.
DITCHES AND STREAMS ON SUBJECT PROPERTY MAY BE SUBJECT TO
TAR-PAMLICO BASIN REGULATIONS. NO DETERMINATION/LOCATIONS HAVE BEEN
MADE AT THIS TIME.
PIN: 4760-72-0590
ZONE CODE:
PROPERTY REFERENCES!
DEED BOOK 3053 PAGE 452
PROPERTY ONWNER:
DOROTHY H. HARRIS ET AL
POST OFFICE BOX 64
WILSON, INC 27834
MINING OPERATION RECLAMATION:
UPON CLOSING OUT OF MINING
OPERATION EXISTING MINING PIT TO BE
CONVERTED TO POND OR LAKE WITH
FRONTAGE ALONG NC HWY 33 WEST
TO BE PLATTED INTO RESIDENTIAL LOTS
WITH OWNERSHIP OF POND OR LAKE
INCLUDED IN ONE LOT.
NO OFF -SITE GENERATED MATERIAL TO
BE STORED ON -SITE.
CATEGORY
AFFECTED ACREAGE
BERMS
1.32
AC
STOCKPILES (TEMPORARY)
0.30
AC
WASTEPILES
0
HAUL RD
0.27
AC
HAUL RD (TEMPORARY)
0.88
AC
PROCESSING AREA
0 AC
MINE EXCAVATION
16.45
AC.
BUFFER (UNEXCAVATED)
12.18
AC
TOTAL AFFECTED
30.22
AC.
CATEGORY
UNAFFECTED
ACREAGE
AR PAM BUFFER
(UNDISTURBED)
3.78 AC
OTHER
0
TOTAL PERMITTED
34.0 AC.
1
overall
Mining Pit Site Plan
0' 100'
(CITY OF� -
IGREeNVILL_I
300,
Date: May 2016
Scale: 1" = 100' Map No.
Drawn by: RTM/TWH 2O15-6118A
Sheet No. SP-1

4' [51
#9 WIRE TWISTED
F F I SPACING 6" 4 pT, BoR BED WIRE 4,X
TOP BRAC
4 PT.
4'-0'
BRACE POST E
WOVEN 'WIRE FENCE
END OR GATE LOCATION
" HORIZONTAL TOP BRACE 5,
#/9 WIR #9 WIRE
TwISTE - TWISTE-D _
-GROUND LINE
- 8' 8'
ACE POST
a
FENCE CORNER
LINE BRACES SHALL BE ERECTED BETWEEN TO BE USED WHEN CORNER ANGLE IS T5"-OR GREATEF
END, CORNER DR GATE POSTS AT INTERVALS 4, 4' 4' 4'
NOT EXCEEDING 324 FEET I�
THIS MAXIMUM INTERVAL MAY BE REDUCED BY
THE ENGINEER ON CURVES WHERE THE DEGREE
[IF CURVATURE IS GREATER THAN 3 DEGREES. 0 4, 4- 4'
i
LINE BRACES SHALL ALSO BE PLACED AT THE W
END OF EACH ROLL OR PIECE OF WOVEN WIRE,
LINE BRACES
(MAXIMUM SPACING 324')
THE BRACE WIRE IS 1-0 BE PLACED AROUND THE POST, WIRE IS TO BE DRAWN TAUT
BY TWISTING BETWEEN EACH POST. THIS APPLIES TO ALL BRACE WIRES, POSTS ARE
TO BE NOTCHED FOR BRACES, ALL BRACES ARE TO HAVE TWO GALVANIZED 12d OR
THREE GALVANIZED 10d NAILS AT EACH END,
CURVED TO FIT
DIAMETER OF FRAME
o CURVED TO FIT
o DIAMETER OF
BOLT HINGE
HINGE CLAMP
(2 REQUIRED) LATCH DEVICE IS TO BE HE TYF
APPROVED BY THE ENGINEER.
HINGE ASSEMBLY, AS DETAILED,
IS SUGGESTED, SUBSTITUTION
MAY BE SUBJECT TO
BOLT HINLE 5 8 APPROVALA BY THE ENGINEER
(2 REQUIRED) GATE FRAME IS T'L BE I?"
DIAMETER GALVANIZED STEEL
PIPE EXCEPT AS SHOWN HERE.
TAR PAM
BUFFER 50' MIN.
20'
30'
GRASS
UN -MAINTAINED
co Co
BUFFER STRIP
GRASS
J w
BUFFER STRIP
� U <
TO BANK OF
`-
DRAINAGE
x >
STRIP =
U
0
3 10PE
WATER 4'+/—
SL -
-rI
PIT EXCAVATION ADJACENT
TO TAR-PAM BUFFER
NOT TO SCALE
RIGHT-OF-WAY FENCE
NO SCALE
Do V)
T W
I Q
U
�F>
of
X H
a
U
WATER
POST FOR BL❑CKING DRIVEWAYS
OR OTHER ENTRANCES
TO BE INSTALLED IN ADDITION TO FENCE WHERE
SHOWN IN PLANS OR WHERE DIRECTED BY THE ENGIU=ER
UNEXCAVATED BUFFER
PIT EXCAVATION ADJACENT
TO UNEXCAVATED BUFFER
NOT TO SCALE
"j11p"'./, TRC Stamp: City Council Stamp: Revision Date I B
"c°` Herring —Sutton & Associates, P.A.
SE •d - Engineers — Surveyors — Planners / Firm License #C-2310
2201 Nash Street NW « Wilson, North Carolina 27896 • 262 291-8887
F L SJI�
E
PROPOSED 48 LF-18"
RCP MATCH EXISTING
DITCH INVERT
CONC ER TE
ASPHALT
ENTRANCE
I, 0®
h
M
00000
00
O PROPOSED 2/
� GRAVEL DRIVE
- - - INSET__„A„ --
LOBLOLLY PINES
PLANT 10' OC EACH WAY
(OVEN WIRE FENCE
IT BARB WIRE
BERM DETAIL
NO SCALE
— Harris Mining Pit —
PLT Constrction Co.
Belvoir Twsp., Pitt Co., N.C.
INSET "B"
Alt
?A001
K
DITCH DETAIL
NO SCALE
100' 0' 100' 200' 300'
Miscellaneous Details
Date: May 2016
Scale: 1" = 100' Map No.
Drawn by: RTM/TWH 2O15-6118A
Sheet No. DT-1

ILEE
/ L.
NOTES:
1.
Toe in backfill into trench and compact the soil firmly to anchor the bottom
a
r
of the silt fence so that the runoff is forced to go through the fence. No
w
W
runoff is to flow under the fence.
a
FILTER FABRIC. 2.
Posts for sediment fences are to be 1.33 Ib/LF steel with a minimum length
ro
v
of 5 ft. Make sure that steel posts have projections to facilitate fastening
the fabric. Filter fabric may be attached using wire or plastic zip ties that
6' MAX WITH EXTRA STRENGTH
have a minimum 50 lb tensile strength.
FABRIC. W/O WIRE FENCE. 3.
Total drainage area flowing to silt fence may not exceed 1/4 acre per 100 Ft.
4
a' MAX, WITH STANDARD STRENGTH
of fence.
FABRIC MATH WIRE FENCE.
4.
Silt fences should not be used at pipe outlets or in areas of concentrated flow
'
(creeks, ditchlines, swales etc.)
5.
Construct the silt fence sediment barrier with either Standard Strength or Extra
Strength synthetic filter fabrics. If Standard Strength fabric (TerraTex SF 90
or equiv.) is used, wire mesh support IS required. If Extra Strength fabric
'4'
1
'4' '4/(Mirafi
100X or TerraTex SFD or equiv.) is used, NO support is required.
14
w-
•r '.- � v
WIRE IS REQUIRED FOR 6.
Standard Strength fabric TerraTex SF 90 ore equiv.) with 8 ft max post
9 ( q )
,-
y,
STANDARD STRENGTH
spacing DOES require support by wire mesh fastened securely to the upslope
,v ,+,
FENCING. SEE NOTE 5.
side of the posts. Use wire fence with a minimum 14 gauge and a maximum
w 4'
mesh spacing of 6 inches. Extend the wire mesh support to the bottom of
14'
'' My '-
the trench. Fasten wire reinforcement, then fabric on the upslope side of the
fence post using wire or plastic zip ties that have a minimum 50 lb tensile
"
strength.
NOTE 1 }I v
I
SELF -FASTENING STEEL 7,
Extra Strength Filter Fabric (Mirafi 10OX or TerraTex SFD or equiv.) With 6 ft
wW,
POSTS OR EQUIVALENT. DRIVE
POSTS 2a" INTO GROUND.
max. post spacing DOES NOT require wire mesh support. Securely fasten
, v
SEE NOTE 2.
filter fabric direct) to posts. Wire or plastic zip ties that have a minimum 50
Y P P p
F
IRE,
lb tensile strength.
w`
90' TYPICAL
110' MAX.
s
s
MIN._-
_ :
y
'
r-
it'
DRIVE STEEL POSTS
S a y
eTo
x
TEE
MIN. 24" (EXTRA DEPTH
a
REQUIRED FOR UNSTABLE
�%
SOILS)
0
TYICAL SILT FENCING DETAIL
IfI�11)/�, �.
•E!/It;
III .2v
% i��
00 SEE NOTE 3
�/ I
ALLOW SUFFICIENT RADIUS TO SEE NOTE 2
ENSURE TRUCK WHEELS STAY ���'
ON THE STONE ` I'
PLACE FABRIC UNDER STONE 25' OR WIDTH OF PROPOSED
i STREET, WHICHEVER IS GREATER
1
EXISTING ROADWAY 35' MIN. 15' MIN, ?
Z
6" MIN. v
2% SLOPE (SEE NOTE 2)
i 2"-3" STONE TO BE USED
SECTION A -A (SURGE PILE STONE OR
RAILROAD BALLAST
°D RECOMMENDED)
IF CANNOT MAINTAIN
CONSTRUCTION ENTRANCE
CONSTRUCTION SPECIFICATIONS: REQUIR D "E WILL BE
1. Clear the entrance/exit area of all vegetation, roots, and other objectionable
material.
2. Grade the road foundation so that the entrance/ exit will have a cross slope.
3. Stone size - Use MSHA size No. 2 (2 1/2" to 1") or AASHTO designation M43,
size No. 2 (2 1/2" to 1 1/2"), or No. 4 (Railroad Ballast).
4. Maintain the gravel pad in a condition to prevent mud or sediment from leaving
the site onto the public right-of-way, This may require periodic top dressing with
additional stone as conditions demand repair and/or cleanout of any measures
used to trap sediment. Should mud be tracked or washed onto road, it must be
removed immediately.
5. If construction on the site is such that the mud is not removed by the vehicle
traveling over the stone, then the tires of the vehicle must be washed before
entering the existing roadway. When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-of-way. When washing is
required, it shall be done on an area stabilized with crush stone which drains to
on approved sediment trap or sediment basin. All sediment shall be prevented
from entering any storm drain, ditch, or watercourse through use of sand bags,
I gravel, boards, or other approved methods.
€ 6. Install silt fence or tree protection fence to ensure construction entrance is used.
STANDARD CONSTRUCTION
ENTRANCE DETAIL
TRC Stamp: J City Council Stamp:
ENERGY DISSIPATION PAD EEC
DESIGN PROCEDURES FOR RIPRAP OUTLET STRUCTURES ARE PRESENTED IN
APPENDIX 8.06.
THE CRITERIA FOR DESIGN OF RIPRAP OUTLETS ARE
CAPACITY--10 YR. PEAK RUNOFF OR THE DESIGN DISCHARGE OF THE
WATER CONVEYANCE STRUCTURE, WHICHEVER IS GREATER.
TAILWATER DEPTH-- DETERMINE THE DEPTH OF TAILWATER IMMEDIATELY
BELOW THE PIPE OUTLET BASED ON THE DESIGN DISCHARGE PLUS OTHER
CONTRIBUTING FLOWS. IF THE TAILWATER DEPTH IS LESS THAN HALF THE
DIAMETER OF THE OUTLET PIPE AND THE RECEIVING STREAM IS
SUFFICIENTLY WIDE TO ACCEPT THE DIVERGENCE OF FLOW, IT IS CLASSED
AS A MINIMUM TAILWATER CONDITION. IF THE TAILWATER DEPTH IS GREATER
THAN HALF THE PIPE DIAMETER, IT IS CLASSED AS A MAXIMUM TAILWATER
CONDITION. PIPES THAT OUTLET ONTO BROAD RAT AREAS WITH NO DEFINED
CHANNEL MAY BE ASSUMED TO HAVE A MINIMUM TAILWATER CONDITION
UNLESS SITE CONDITIONS INDICATE OTHERWISE.
APRON SIZE-- THE APRON LENGTH AND WIDTH CAN BE DETERMINED
ACCORDING TO THE TAILWATER CONDITION. IF THE WATER CONVEYANCE
STRUCTURE DISCHARGES DIRECTLY INTO A WELL-DEFINED CHANNEL. EXTEND
THE APRON ACROSS THE CHANNEL BOTTOM AND UP THE CHANNEL BANKS
TO AN ELEVATION OF 0.5 FT. ABOVE THE MAXIMUM TAILWATER DEPTH OR
TO THE TOP OF THE BANK, WHICHEVER IS LESS (FIGURE 6.41C).
THICKNESS-- MAKE THE MINIMUM THICKNESS OF RIPRAP 1.5 TIMES THE
MAXIMUM STONE DIAMETER.
STONE QUALITY-- SELECT STONE FOR RIPRAP FROM FIELD STONE OR
QUARRY STONE. THE STONE SHOULD BE HARD, ANGULAR, AND HIGHLY
WEATHER -RESISTANT. THE SPECIFIC GRAVITY OF THE INDIVIDUAL STONES
SHOULD BE AT LEAST 2.5.
FILTER --INSTALL A FILTER TO PREVENT SOIL MOVEMENT THROUGH THE
OPENINGS IN THE RIPRAP. THE FILTER SHOULD CONSIST OF A GRADED
GRAVEL LAYER OR A SYNTHETIC FILTER CLOTH. DESIGN FILTER BLANKETS
BY THE METHOD DESCRIBED IN PRACTICE 6.15. RIPRAP.
CONSTRUCTION SPECIFICATIONS
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE
REWIRED UNES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL
REWIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING
UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED
SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED
GRADING UMITS SHOWN ON THE PLANS.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE
PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION.
REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER
PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JCINTS
SHOULD OVERLAP A MINIMUM OF 1 FT. IF THE DAMAGE IS EXTENSIVE,
REPLACE THE ENURE FILTER CLOTH.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID
DAMAGING THE FILTER.
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE
MAXIMUM STONE DIAMETER.
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE
HARD, ANGULAR, HIGHLY -WEATHER -RESISTANT AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE
END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH
THE RECEIVING AREA OR SUGHTLY BELOW IT.
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING
STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE
IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF
THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS
WITH VEGETATION (PRACTICES 6.10, TEMPORARY SEEDING, AND 6.11,
PERMANENT SEEDING).
D
�y v
L4PEis'IrN1(i<.4�IT
ErI lu III -5
ITT
SP iI 111 Il 1��'I
•1
]. D - 1.5 TIMES TIE MAXIMUM BIONE DIAMETER BUT
NDT LESS THAN B-
3. IN FELL-DETNED EXIE,D THE APRON UP THE
OMMIEL BANKB TO AN EUVAnIEN OF B- ABOVE THE
MAXIMUM TAF.WATER DEPTH KM TO THE TOP OF THE
BANK WHICH EVER IS LESS I
4 A FILTER BLANKET KN FILTER FABRIC SHOULD BE
INSTALIID BETWEEN THE "FRAP AID ME 1
FOUNDATION. -
PIPE CULVERT OUTLET PROTECTION FOR DEFINED CHANNEL
1WICA
FL NET
SEA
CIO
ISOMETRIC MEW
RIPRAP
A
L RE
do = PIPE FIN
Lo APRON LENGTH
w = APRON WIDTH
3 X PIPE 0 MIN PLAN
a - APRON DEPTH
�- Lo
SLOPE 0 Z-1 FLOW
NOTES: E gCTOIB A -A
$FE APPRCFNMIE SOIEDIII£ i(" OYEN90N5 FILTER BLANKET
1. LA IS THE LENGTH OF THE 11F11AP APRON.
Z a - 1.5 TIMES THE MAXIMUM S10NE DINIEIER
BUT NOT LEW THEN S-.
E A EILTER BLANIOT OR FILTER FABRD WH BE
INSTALLED BETWEEN THE RIPRAP AND BOIL
F3UNII N.
PIPE OUTLET TO RAT AREA - NO WELL DEFINED CHANNEL
TYPICAL ENERGY DISSIPATION PAD
Herring -Sutton & Associates, P.A.
Engineers - Surveyors - Planners
2201 Nash Street NW, Wilson, North Carolina 27896 [phone]
FRONTVIEW
1/4"WIRE MESH
SEDIMENT CONTROL STONE
' 1M�
WATER FLOW -+ 1�A
l
CROSS SECTION
TMIN
ISOMETRIC VIEW
Material Specifications
■ Hardware cloth shall be a wire mesh with %-inch
openings and constructed from minimum 24-gauge
wire that is at least 48 inches in width, as required
in Section 16o6-2 of the Standard Specifications.
)NTROL STONE • Steel posts shall be a minimum Of 5-feet long, 1-3,8
Inches wide on the face parallel to the hardware
cloth, and be of the self -fastener angle steel type.
See Section 16o6.2 of the Standard Specifications.
• Sediment control stone shall be No. 5 or No. 57
stone that meets the requirements of Section 1005
of the Standard Specifications for these stone sizes.
STEEL POST
2' DEPTH
1/4"WIRE MESH
SEDIMENTCONTROL
r STONE
NCDOT SPECIAL CONTROL
SILT FENCE
SEEDING SCHEDULE
SEEDING (PERMANENT)
SUMMER MARCH 1- AUGUST 31 WINTER SEPTEMBER 1- FEBRUARY 28
SEEDING MIXTURE
5PECIE5 RATE(1B/ACRE) ccrnlc5 RATE ( LB/ACRE)
BERMUDA GRASS (HULLED) 35 BERMUDA GRASS (UNHULLED) 35
CENTIPEDE 10 TALL FESCUE 50
GERMAN/BROWNTOP MILLET GRAIN 10 ANNUAL RYE 10
SEEDING (TEMPORARY)
SUMMER MARCH 1- AUGUST 31 WINTER SEPTEMBER 1- FEBRUARY 28
SEEDING MIXTURE
SPECIES RATE(LB/ACRE) SPEDIES RATE ( LB/ACRE)
GERMAN/BROWNTOP MILLET GRAIN 40 ANNUAL RYE 20
OATS 50
SOIL AMENDMENTS
APPLY M AND FERTILIZER ACCORDING TO SOIL TEST PROVIDED TO ENGINEER FOR APPROVAL OR APPLY 4000 LB ACRE GROUND
PPL U E /
AGRICULTURAL UMESTONE AND 500 LB/ACRE 10-10-10 FERTILIZER FOR SUMMER SEEDING. FOR WINTER SEEDING APPLY LIME AND
FERTILIZER ACCORDING TO SOIL TEST PROVIDED TO ENGINEER FOR APPROVAL OR APPLY 20DD LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 700 LBS/ACRE OF 10-10-10 FERTILIZER
APPLY 4.000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. TACKING RATE TO BE 0.10 GALLONS PER SQUARE YARD. A DISK
WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. IF CRIMPING IS USE THE ABOVE STRAW APPUCATION
RATE SHALL BE DOUBLED.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTIUZE IN THE SECOND YEAR, ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500
LB/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE, AND MULCH
DAMAGED AREAS IMMEDIATELY.
CONTRACTOR IS RESPONSIBLE FOR MOWING, RESEEDING, FERTILIZING AND UMING IF ADEQUATE GROUND COVER IS NOT OBTAINED AT NO
COST TO OWNER.
TYPICAL SEEDING SCHEDULE
Construction Specifications
Hardware Cloth • The hardware cloth shall be installed at height of 2 feet and placed 2-
feet under the sediment control stone.
o Sediment control stone shall be installed on the outer face of the
hardware cloth to a height of 1 foot
• The top of the hardware cloth shall be a minimum of 1-foot below the
shoulder to prevent flow from backing up into the roadway.
• The top of the hardware cloth shall also be a minimum of 1-foot below
------=--anyclean-waterdiversionto-prevent runoff from backing -up, mixing '
with clean water and bypassing the SSCF through the clean water
diversion.
Steel Posts a The steel posts shall be installed a minimum of 2-feet deep and with a
maximum spacing of 3 feet,
Silt Fence ■ SSCF sections used with silt fence in wetland areas shall be limited to
15-foot sections spaced a maximum of 200 feet apart to allow for
complete removal of sediment control stone and to minimize impacts
to wetlands.
• When SSCF is used in conjunction with silt fence, sediment control
stone should extend (overlap silt fence) 12incheson either side
Maintenance
• Inspect the device periodically and after each significant rainfall event for damage and sediment
accumulation to confirm the device is fur ctioningproperly.
Is At a minimum, remove sediment from the device when accumulations reach one-half the height of the
sediment control stone.
• Replace or clean the sediment control stone as needed to allow waterto drain through the device between
rainfall events.
• Rebuild and/or repair the device when it is damaged,
• Repairareas where SSCF becomes undermined due to concentrated flows.
NEW STABILIZATION TIMEFRAMES
(EFFEC7IVE AUGUST 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES, SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPE STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAT 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
'>. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
- Harris Mining Pit -
PLT Construction Co.
Belvoir Twsp., Pitt Co., N.C.
RK
- \ CLASS I RP RAP (SEE SECTION(THU &$IN BELOW
-� `INEEtill
FLOW -� HILL RI RP AR HEADWALL
_ PIPE
FILItR s"R
/- SFOIMENi SiORpOF AREq I 1 1 I (( /// M 5 WASHED STONE I' )HICK a 3' HIGH MIN
H
/ GERmO15 AIS IDAMIY ACCEPTABLE UNEBB
DIIERIE NI
AREAS TO BE DISTURBED sCOIMENT siO RACE zoNE PIPE IuvERt
(CUT. FILED ETC.)
aooG sTDRacE zoNE RIP -RAP Huowau
t' 2'
}- }---� NAnau creouuD
tow \ \
FLDW
�- CUSS Y RIPRAP
{' 5 WASHED STONE
Mn SEDIMENT DEPTH (CLEAN OUT P NT)
ARC FILTER DETAIL
Sedimentation and
Erosion Control Details
Date: May 2016
Scale: no scale Map No.
Drawn by: twh 2015-6118A
Sheet No. DT-2
11 I I i II• I T 1 , L
�j1