NCG020723_COMPLETE FILE - HISTORICAL_20080609

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V U&oa00a3
DOC TYPE
[HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑
YYYYMMDD

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
g� Division of Water Quality
June 6, 2008 BY. JUN 0 g 2008
Mr. Joseph Webb Cox
1707 Bent Tree Trail SW
Ocean Isle Beach, NC 28469
Subject: General Permit No. NCG020000
Old New Britton Road Mine
COC NCG020723
Brunswick County
Dear Mr. Cox:
In accordance with your application for a discharge permit received on October 16, 2007,
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 Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage.
Please be aware that mine dewatering at your site has the -potential to impact adjacent
wetlands. The specific requirements for mine dewatering at facilities near wetlands can be found
in Section C, Part I of your permit (Part III Page 5 of 9). You must have an approved
Operation and Monitoring Plan before mine dewatering discharges occur at vour facilih,.
Discharging mine dewatering wastewater without Plan approval will be subject to enforcement
action. An Operation and Monitoring Plan for your facility must be submitted to the Wilmington
Regional Office within 60 days of your receipt of this permit. Contact Linda Willis at the
Wilmington Regional Office at [phone] for more information about the approval
process.
Please note that mine dewatering wastewater includes wet pit overflows caused soles
by direct rainfall and groundwater seepage for this type of mining operation. Any discharge of
this water (and any stormwater commingled with it) is subject to the effluent limitations in this
permit.
This general permit allows the discharge of stormwater and certain types of wastewater
from your facility. In your application, you specified that only mine dewatering water would be
discharged from this facility. If separate point -source discharges of stormwater occur (i.e.,
stormwater not combined with mine dewatering water), you will be required to adhere to theNo�hcarolina
conditions in this permit for stormwater discharges. XV&.1,711J
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.nc« tter ualityor Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal OpportunitylAlfmlative Action Employer — 50% Racycledl10% Posi Consumer Paper

Mr. Joseph Webb Cox
Old New Britton Road Mine—NCG020723
June 6.2008
This permit does not affect the -legal requirements to obtain other permits which may be
required by the Divisibn of Water Quality or permits required by the Division of Land
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 Robert Patterson at
telephone number [phone] ext. 360.
)RIGINI90 BY
KEN PICKLE
for Coleen H. Sullins
cc: Wilmington Regional Office, Linda Willis
Central Files
Stormwater Permitting Unit Files

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020723
STORMWATER AND MINE DEWATERING DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Joseph Webb Cox
is hereby authorized to discharge stormwater from a facility located at
Old New Britton Road Mine
Old New Britton Road
Shallotte
Brunswick County
to receiving waters designated as Mulberry Branch (UT), a class C; Sw water in the Lumber
River Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, 11, III, IV, V, and VI of General Permit No. NCG020000 as
attached.
This certificate of coverage shall become effective June 6, 2008.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this 6"' day of June, 2008.
ORIGINAL S�KI_E GNED BY
for Coleen H. Sullins., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

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NCG020723
N
W E
S
Map Scale 1:24,000
Joseph Webb Cox
Old New Britton Road Mine
Latitude: 33" 59' 44" N
Longitude: 780 24' 41" W
Receiving Stream: Mulberry Branch (UT)
Stream Class: C; Sw
Sub -basin: 03-07-59 (Lumber River Basin)
Facility Location

s
1Fwd: Old New Britton Mine}
�J"()V2,o7Q�
Subject: [Fwd: Old New Britton Mine]
From: Linda Willis <[e-mail]>
Date: Mon, 19 May 2008 07:42:00 -0400
To: [e-mail]
Bradley,
To whomever on your staff will be issuing this permit. . please have the permit
writer request the permittee has their O & M plan revised to include the language
specified in my correspondence to Judy. Please proceed with the issuance of their
permit (provided you have their NOI).
Thanks
Linda
Subject: Old New Britton Mine
From: Linda Willis <[e-mail]>
Date: Mon, 19 May 2008 07:40:02 -0400
To: [e-mail]
Judy,
I reviewed the O & M plan and map for this mine site. Mr. Cox needs to ensure that
before land disturbing activity occurs that he has his 30' and 50' buffers flagged
in order to maintain the integrity of the buffer area and protect from any
disturbances to those buffers. The wetlands as well need to be flagged in order
that Division Representatives who inspect the mine site can measure the distances
from the beginning of the undisturbed buffer to the property boundaries and the
wetlands.
They need to monitor the monitoring wells in the wetlands weekly rather than
quarterly. Monitoring quarterly does not provide adequate response to potential
changes in the wetlands due to dewatering.
Those will be my comments to the Division regarding their NCG020 permit as well, so
we'll be imposing the same on our side. I thank you for your efforts with the
mining permit issuance to ensure protection of the wetlands. It certainly helps
our program out.
Have a wonderful week
Hest Regards,
Linda Willis
Linda Willis <linda.willis a,ncmail.net> I
Environmental Engineer I
Surface Water Protection Section'
Division Of Water Quality
Linda Willis <]inda.willis cr,ncmail.net>
Environmental Engineer I
Surface Water Protection Section
Division Of Water Quality
1 of 2 5/ 19/2008 7:42 AM

[Fwd: Old New Britton Mine]
Subject: [Fwd: Old New Britton Mine]
From: Linda Willis <Linda.Willis@ncmai].net>
Date: Mon, 19 May 2008 07:42:00 -0400
To: Bradley,[e-mail]
Bradley,
To whomever on your staff will be issuing this permit. . please have the permit
writer request the permittee has their O & M plan revised to include the language
specified in my correspondence to Judy. Please proceed with the issuance of their
permit (provided you have their NO1).
Thanks
Linda
Subject: Old New Britton Mine
From: Linda Willis <[e-mail]>
Date: Mon, 19 May 2008 07:40:02 -0400
To: [e-mail]
Judy,
I reviewed the 0 & M plan and map for this mine site. Mr. Cox needs to ensure that
before land disturbing activity occurs that he has his 30' and 50' buffers flagged
in order to maintain the integrity of the buffer area and protect from any
disturbances to those buffers. The wetlands as well need to be flagged in order
that Division Representatives who inspect the mine site can measure the distances
from the beginning of the undisturbed buffer to the property boundaries and the
wetlands.
They need to monitor the monitoring wells in the wetlands weekly rather than
quarterly. Monitoring quarterly does not provide adequate response to potential
changes in the wetlands due to dewatering.
Those will be my comments to the Division regarding their NCG020 permit as well, so
we'll be imposing the same on our side. I thank you for your efforts with the
mining permit issuance to ensure protection of the wetlands. It certainly helps
our program out.
Have a wonderful week.
Best Regards,
Linda Willis
Linda Willis <linda.willis cc,ncmai].net> j
Environmental. Engineer I
Surface Water Protection Section
Division Of Water Quality
! Linda Willis <linda.willispncmail.net>
j Environmental Engineer I j
j Surface Water Protection Section
Division Of Water Quality
I oft 5/19/2008 7:42 AM

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v"1
J. Phillip Norris, P.E.
NORRIS, KUSKE &TU NSTALL a John n S.
Ill. PE.
John S. Tunstall, P.E.
CONSULTING ENGINEERS, I J.A. Kuske, PE. of Counsel
v .4
May 8, 2008 �, �'0
Ms. Linda Willis ! � JCS _
NC DENR 1 Division of Water Quality 7
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Old New Britton Road Mine �, „Q✓
Brunswick County
NKT Project No. 07144
Dear Ms. Willis:
In regards to your December 31, 2007 comment le er, the following are the responses:
1. An 11 X 17 Color Quad sheet with the approximate mine location has been provided. Due
to scaling issues a true overlay is unattainable. Please contact me if you have any
questions regarding this matter.
2. Please see the attached letter regarding wetlands delineation.
3. New monitoring well locations have been indicated and a max depth of 10' has been
specified.
4. The mining road has been moved outside of the wetland buffer.
5. Level spreaders will be provided as indicated.
6. The requested statement has been added to the notes on the plan.
7. Typically immediate dewatering is not required. As the excavation depth increases a pit will
be excavated for collection and the mine will be sloped to drain. This will allow for a
concentrated water collection area. This pit area will be pumped out periodically on an as
need basis. The discharge will consist mainly of collected stormwater. The predominant
soil type in the area is murville which has a low permeability therefore a large amount of
groundwater exfiltration is not anticipated.
8. Pump and flow rate data have been indicated on the detail sheet. - L]
Please contact us if you have any further questions or comments. Thank you for your assistance
on this project.
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEERS, INC.
MAY a 91008
Joseph K. Bland, E.I. BY.
JKBlneh 07144 05-08-08 dewtr o&m response itr
cc: Mr. Joe Cox
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

Needham Environmental Inc*
Robert N. NocO m, PWS
9100 Chviestowne Rd. SE
Winnabow, NC 28479
Offc fmc [phone]
[e-mail]
Joe Cox
Beach Country Landscaping
1707 Bent Tree Trail
Ocean Isle Beach, NC 28469
Fom GuUey, NCLSS01256
P.O. Box 960
WilminM NC 2W2
Offleefflu 1,910}793-0319
tg [e-mail]
May 5, 2008
RE: 404-Wetland Jurisdictional Determination for Tax Parcel# 1910001$08, Bmnswick
County, North Carolina.
Dear Mr. Cox:
This is an update of the status of the 404-wetland }urisdictionai dererninatioa fnr the above -
mentioned trait, C.O.E. Action ID# SAW-2006-40668. Kimberly Garvey, of the U.S. Army
Corps of Engineers, reviewed and approved the 404-wetland line onsite on March 11, 2008. A
survey of this delineation was submitted to hex office on April 10, 2009. 1 have contacted her
office by e-mail regarding the status. She relayed to me that she is experiencing a paperwork
backlog and will get to it when she can. In the meamtime, she can be contacted at 910-2514482
by an other agencies needing verification of this determination.
If you have any questions or concerns, please contact me at [phone], [phone], or by
e-mail at tgWLe@&Maii.com.
Sincerely,
1�-- j -bws' I -
J. Tom Gulley, Jr.
North Carolina Soil Scientist # 1256
cc: Judy Wehner

VV ATFgQ
O G
C!) r
o �c
Norris, Kuske & Tunstall
Joseph Bland
902 Market Street
Wilmington, NC 28401-4733
Dear Mr. Bland,
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 31, 2007
Coleen 1-1. Sullins, Director
Division of Water Quality
The Division of Water Quality (DWQ) in the Wilmington Regional Office received the O & M plans for the
following projects-, NKT Projects No. 07144 (Old New Britton Road Mine, received December 20), 06148 (Henry
Bryant Mine, received December 20), and 06188 (Hardee Sand Mine, received November 30). Each of the O &
M plans have been reviewed and the following comments are provided for your consideration:
NKT Project No, 07144:
1. Please provide a USGS quadrant map with an overlay of the mine site. The USGS map is helpful in
identifying any blue line streams or potential wetlands outside the boundary of the mine site. The map
should be large enough to accommodate the identification of the access roads, excavation area, settling
basins, spoil piles, undisturbed buffers, and level spreader locations. The map provided showed
wetlands mostly within the mine site (proper) but left some uncertainty that wetlands had been identified
outside the mine site (specifically to the north of the mine site). DWQ is interested in the protection of all
wetlands, including those located outside the mine site boundaries.
2. Provide a copy of the delineation certified by the US Army Corp of Engineers or a letter from the
USACOE indicating concurrence with the wetland boundaries identified on the map provided.
3. Monitoring wells should be of sufficient number to provide data on hydrology of each wetland that has the
potential to be impacted by dewatering activities. The monitoring wells should be of sufficient depth to
demonstrate wetland hydrology. Use of existing wells that are 40-50 feet deep are too deep to
demonstrate wetland hydrology and should not be used to demonstrate whether wetland impacts are
occurring. Placement of the monitoring wells should be in the wetlands, just outside the undisturbed
buffer. The two monitoring wells identified on the map are located outside the wetland boundaries and
are not shallow monitoring wells.
4. Mining roads or berms should not be built within the 50' undisturbed buffer, since an undisturbed buffer
refers to an area that has not been disturbed. Building a road or berm is a disturbance.
5. The number of level spreaders and their locations should provide recharge to all wetlands that have the
potential of being impacted by dewatering activities.
6. Include in the O & M plan a statement that requires the permittee to discontinue dewatering activities
immediately and contact DWQ upon noticing any impacts to surface waters or significant changes in
wetland hydrology and vegetation due to dewatering and will not resume dewatering until DWQ has
conducted an inspection of the mine site. DWQ will be notified if the daily flow exceeds the projected flow
or pump rates are increased to any level spreader exceeding those identified in the plans.
7. Please provide the calculations (including any assumptions made) that demonstrate the accuracy of the
projected daily discharge of water that will need to be removed from the mine excavation pit. Please
account as well for the contribution to flow from stormwater. Explain how adequate settling will be
achieved during the early stages of digging (and dewatering) when the size of the pit is too small to
provide adequate settling.
8. The flow and pump rates and dimensions of level spreader and stilling basin need to be identified in
writing in the text of the O & M plan.
NKT Project No. 006148:
1. Please provide a USGS quadrant map with an overlay of the mine site. Please see justification above.
The map provided showed wetlands mostly within the mine site (proper) but left some uncertainty that
wetlands had been identified outside the mine site (specifically to the south, southeast and southwest of
the mine site). DWQ is interested in the protection of all wetlands, including those located outside tht:NTothCarol ina
mine site boundaries. ✓AalllCally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Internet- tiv%�tiv.ncw•atergualitv.ore Fax [phone]
An Equal Opportunity/Aftirmafve Action Employer — 50% Recycled110%a Past Consumer Paper

C¢
NKT Projects 07144,
06148, 06188
2. Provide a copy of the delineation certified by the US Army Corp of Engineers or a letter from the
USACOE indicating concurrence with the wetland boundaries identified on the map provided.
3. Monitoring wells should be of sufficient number to provide data on hydrology of each wetland that has the
potential to be impacted by dewatering activities. The monitoring wells should be of sufficient depth to be
able to demonstrate wetland hydrology. Use of existing wells that are 40-50 feet deep are too deep to
demonstrate wetland hydrology and should not be used to demonstrate whether wetland impacts are
occurring. The existing plan proposes two new monitoring wells. Monitoring wells should be located in
the wetlands, not outside the wetland boundaries or in the undisturbed buffer.
4. Mining roads or berms should not be built within the 50' undisturbed buffer, since an undisturbed buffer
refers to an area that has not been disturbed. Building a road or a berm is considered a disturbance.
5. The number of level spreaders and their locations should provide recharge to all wetlands that have the
potential of being impacted by dewatering activities. The slope 50' down gradient of the level spreader
located on the east side of the mine site exceeds 8% (calculated to be 16%). Please identify an alternate
location for this level spreader where the down gradient slope (50' from level spreader) does not exceed
8%.
6. Any mining roads or berms should not be built within the 50' undisturbed buffer, since an undisturbed
buffer refers to an area that has not been disturbed. Building a road or berm is a disturbance.
7. Please provide the calculations (including any assumptions made) that demonstrate the accuracy of the
projected daily discharge of water that will need to be removed from the mine excavation pit. Please
account as well for the contribution to flow from stormwater. Explain how adequate settling will be
achieved during the early stages of digging (and dewatering) when the size of the pit is too small to
provide adequate settling.
8. The flow and pump rates and dimensions of level spreader and stilling basin need to be identified in
writing in the text of the O & M plan.
9. Include in the O & M plan a statement that requires the permittee to discontinue dewatering activities
immediately and contact DWO upon noticing any impacts to surface waters or significant changes in
wetland hydrology and vegetation due to dewatering and will not resume dewatering until DWO has
conducted an inspection of the mine site. DWQ will be notified if the daily flow exceeds the projected flow
or pump rates are increased to any level spreader exceeding those identified in the plans.
NKT Project No. 006188:
1 . Please provide a USGS quadrant map with an overlay of the mine site. The map provided showed
wetlands mostly within the mine site (proper) but left some uncertainty that wetlands had been identified
outside the mine site (specifically to the north of the mine site). Please see justification above.
2. Provide a copy of the delineation certified by the US Army Corp of Engineers or a letter from the
USACOE indicating concurrence with the wetland boundaries identified on the map provided.
3. Monitoring wells should be of sufficient number to provide data on hydrology of each wetland that has the
potential to be impacted by dewatering activities. The monitoring wells should be of sufficient depth to be
able to demonstrate wetland hydrology (shallow wells required). Five new monitoring wells are proposed
in the plan. Please be sure monitoring wells are within the wetlands in as close a proximity to the
undisturbed buffer as possible, but not in the buffer.
4. Mining roads or berms should not be built within the 50' undisturbed buffer, since an undisturbed buffer
refers to an area that has not been disturbed. Building a road or a berm is considered a disturbance.
5. Please provide a minimum length of 13' for each level spreader. The plan does not identify the length of
the level spreader in the design (attachment C2). The number of level spreaders and their locations
should provide recharge to all wetlands that have the potential of being impacted by dewatering activities.
6. Any mining roads or berms should not be built within the 50' undisturbed buffer, since an undisturbed
buffer refers to an area that has not been disturbed. Building a road or berm is a disturbance.
7. Please provide the calculations (including any assumptions made) that demonstrate the accuracy of the
projected daily discharge of water that will need to be removed from the mine excavation pit. Please
account as well for the contribution to flow from stormwater. Explain how adequate settling will be
achieved during the early stages of digging (and dewatering) when the size of the pit is too small to
provide adequate settling.
8. The flow and pump rates and dimensions of level spreader and stilling basin need to be identified in
writing in the text of the O & M plan.
9. Please provide this office a copy of the 401 and/or 404 Certification required for the wetland crossing.
2

NKT Projects 07144,
06148,06188
10. Include in the O & M plan a statement that requires the permittee to discontinue dewatering activities
immediately and contact DWQ upon noticing any impacts to surface waters or significant changes in
wetland hydrology and vegetation due to dewatering and will not resume dewatering until DWO has
conducted an inspection of the mine site. DWQ will be notified if the daily flow exceeds the projected flow
or pump rates are increased to any level spreader exceeding those identified in the plans.
Please modify your O & M Plans and maps to address each of the items listed above. Should you have any
questions regarding this correspondence or would like to discuss the plans already submitted, please feel free to
contact me in the Wilmington Regional Office, my number is 910-796-7343. Upon receiving information
satisfying items 1, 2, and 7 for projects 07144 and 06148 above and items 1, 2, 7 and 9 for project 06188
the Wilmington Regional Office will support the issuance of the certificate of coverage for the NPDES general
permit NCG020000 provided the mining permit has been issued by the Division of Land Resources. The
remaining items need to be addressed in the O & M plan prior to any dewatering activities.
Sincerely,
Linda Willis
Environmental Engineer I
Division of Water Quality
Wilmington Regional Office
Cc: Joanne Steenhuis, Wetlands Unit, WiRO
Judy Wehner, DLR, CO
Bradley Bennett, Stormwater Permitting Unit, CO
Dan Sams, DLR, WiRO
Linda Willis, DWQ,-WiRO (3 copies)
CO Files, Raleigh
3

J. Phillip Norris, P.E.
NORRIS, KUSKE &TUNSTALL John A. Kuske, III, RE.
John S. Tunstall, P.E.
CONSULTING ENGINEERS, INC. J.A. Kuske, P.E. of Counsel
Aim, ��
December 19, 2007
Mr. Ed Beck RRCv:1Vp
NC DENR I Division of Water Quality
Water Quality Section DEC 2 0 2007
127 Cardinal Drive Extension
Wilmington, NC 28401-4733 BY:
Re: Old New Britton Road Mine -4- s
Brunswick County
NKT Project No. 07144
YLsn u,.-•�
Y
Dear Mr. Beck:
In accordance with the conditions of the General Permit for the State Mining Permit
COC No. NCG020690 for the above subject Mine, the following is the proposed O&M
plan for your approval.
1. Silt fencing will be installed at the pit excavation perimeter to ensure protection of
the buffers. Q Il�ny l—
w-e4a.,
2. Calculations have been provided for the level spreader I stilling basin BMP. All C_Z, ,
discharge will be from the pit / excavation area. Only Type I sediment (sand and
grit) is anticipated since the accumulation within the pit area will allow for
sedimentation and all discharge will be drawn off the top by the use of float
strainers.
c.r,
3. All proposed monitoring -wells will be a minimum diameter of 4 inches and shall V'-°-k
be at a depth (of 45-50 few. No shallow wells will exist on the site. Well
inspection will take_p awl minimum of once a month. During .each inspection a PRISI "_
water level measurement shall be taken. The well shall remain capped and - S-
locked at all other times. Rain gauge measurements shall be taken after any 5-Z
significant rainfall. All well data records will be kept in the mining office.
4. The wetlands will be inspected quarterly to ensure that there are no adverse Cb Ca.4 -
effects due to pit discharge. A grab sample of the discharge water which is
routed through the level spreader BMP must be submitted for testing in
accordance with the general guidelines. Records of the testing will be submitted
to NC DENR and kept on file in the mining office. �—
`I-� I
5. No vehicle maintenance will be performed on site. No fuel storage tanks will bee`��,`�
installed on site. Refueling of vehicles shall take place at a minimum of 200 feet ,
CD
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone] �
� ��,rr, r XAL�- w*0Z ,, w;?��

Mr. E8 Beck I NC DENR
O& M Plan
December 19, 2007
NKr 07144
from any wetlands or water body. A designated area shall be used for all
refueling of equipment. This area shall be lined with bark chips or sawdust and
shall have a small berm to enclose the area to prevent runoff to the adjacent
wetlands or water bodies. Extra supplies will be kept on the fuel truck to help
prevent and repair any leaks. Weekly inspection is required for all equipment
which operates within the mining boundaries.
Enclosed is one (1) set of the approved mining plans which contain the details of the
site.
Please contact us if you have any questions or comments. Thank you for your
assistance on this project.
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEERS, INC.
Joseph K. Bland, E.I.
JKB/neh
07144 12-1 "7 O&M
cc: Mr. Joe Cox

Date Design NORRIS, KUSKE &FUNSFALL 902 Market Street Sheet
�A fjtl J1111 Jim CONSULTING ENGINEERS, INC. Wilmington, NC 28401-4733 Of
L/� G Check Job For Job No,
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Date Design A >Of
NORRIS, KUSKE &TUiNSTALL 902 Market Street
12 CONSULTING ENGINEERS, INC. Wilmington, NC 28401-4733
Check Job For Job No.
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Mr. Joseph Webb Cox
1707 Bent Tree Trail SW
Ocean Isle Beach, NC 28469
Dear Mr: Cox:
Michael F. Easley, Governor
William G. Ross k, Secretary
North Carolina Department of Environment and Natural Resources
Coleen H Sullins, Director
Division of Water Quality
October 25, 2007c'
BY. 2007
Subject: General Permit No. NCG020000
Old New Britton Road Mine
Future COC NCG 020723
Brunswick County
The Division of Water Quality's Stormwater Permitting Unit received a National Pollutant Discharge
Elimination System (NPDES) permit application for Old New Britton Road Mine on October 16, 2007. The
application included a copy of an associated application for a mining permit submitted to the Division of Land
Resources (DLR). Please be aware that the issuance of an NPDES permit is contingent upon the issuance of an
associated mining permit from DLR. Our office will process your stormwater permit application once a DLR
mining permit has been issued for your project.
We received one set of plans for the proposed mine. Please also provide two additional sets of the plans
previously submitted.
Please also be aware that if your project is located ndar wetlands, your NPDES permit will require
dewatering operations without wetland impacts. The specific requirements for mine dewatering at facilities
near wetlands can be found in the text of the general NPDES mining permit number NCG 020000 available on
our website, http://h2o.enr.state.nc.us/su/Forms_Documents.htm. See Section C, Part 1 of the permit one'
page labeled, "Part III Page 5 of 9". An approved Operation and Monitoring Plan is required for NPDES-
permitted mining facilities. Discharging mine dewatering wastewater without Plan approval will be subject to
enforcement action. A Plan for your facility must be submitted to the Wilmington Regional Office within 60
days of your receipt of an NPDES permit. We encourage you to contact Linda Willis at the Wilmington
Regional Office at [phone] to address any wetland concerns for your facility in order to ensure a
successful NPDES application review. .. .
If you have any questions concerning the NPDES permit approval process, please contact me at
telephone number [phone] ext. 360.
Sincerely,
- 1
Robert D. Patterson, PE,
Environmental Engineer
NorthCarolina
Naturally
North Carolina Division of Water Quality 1617. Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwaterqualitv.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
a
An Equal Opportunity/Affirmative Action Employer— 50% RecydecU10% Post Consumer Paper

.Mr. Joseph Webb Cox
Old New Britton Road M ine—NCG 020723
October 25, 2007
cc: Wilmington Regional Office, Linda Willis
Central Files
Stormwater Permitting Unit Files
I4%Carol ina
�Vatura!!y
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.newaterQualitv.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone] 623 6748
biza.
l Opportunity/Affirmative Action Employer-- 501/6 Recycled110% Post Consumer Paper

MINE SITE REVIEW FORM
PROJECT NAME: OU milue BrAon Rods i��2
Assignment Date : %J Ls
toi
Assigned To: a'.-tv,
REVIEW ISSUES:
Requested Reply Date:_ /0 lg���
Approved By:_
Watershed/Stream Name and Classification:
Comments: N� r� 1, '4� -1- Cyr i w n ,. �-- {{
(1 SA it lei 1 !ti � `�F-f rri �� r� !! � , vi �:3 I' � � .ti ':'�i' � ... A_,
c-- 9 0 ---
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PERMITS: d'+ It ti. ice•r�c 2��t�y,^ �L C:U. A '�p?c"�c:A-���vt/^
C�4 f7� ►�Z-t-C1 2.`y't :�{ r1 �� '1
Is a NPDES Permit Require? Yes_ No
NPDES Permit ExistinglProposed Number:
Is a Non -Discharge Permit Required? I Yes
Non -Discharge Permit ExistinglProposed Number:
i
Comments:
h �� 3 yu
ENVIRONMENTAL ISSUES:C�- _
r
Is Wetlands Disturbed by the Activity? Yes
Comments:
Is a 401 Certification Required? Yes
No. j
No_>�_
No
Gt_� 4OQJ r of 6, `Q Ag � J` (�� � �1/� C/ 3
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14 CONSULTING ENGINEERS, INC. 1707 11EHT TREE TRAIL S.W. OLD NEW BRITTON ROAD MINE
9= MOM= S"tw ROM (910) 30-NU SKALLOTTE, N.C. 2MG7 1140 WHITEVILLE ROAD
WUMMON, NC, 2B401 FAX (910) 343-OW [phone]
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1707BENTTREETRAM S.W.
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MINE SITE PLAN wl QUAD MAP
OLD NEW BRITTON ROAD MINE
1140 WHITEVILLE ROAD
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aq02 morj T Smarr PHONE (910) 3/5-OM SHALLOTTE, N.C. 28497 � 1141fCWM. NC. 25401 FAX [phone]E04 [phone] 1140 WFiITEVILLE ROAD
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�'� '4q 0�,�► 0
R 2 JOSEPH W. COX
wee CONSULTING ENGINEERS, INC. OLD NEWBRITTONROADMINE
• 0 W � 1707 BENT TREE TRAIL S.W.
c..w fn o - .1� 902 MARKET STREET PHONE [phone] SHALLOTTE, N.C. 28as7 1140 WHITEVILLE ROAD
m Z co 'p - WILMINGTON, NC, 28401 FAX [phone] [phone]
:� 3.w office°r,kteng.com SHALLOTTE , N.C. 28470 TAX PARCEL# 1810001808

MIN,
16'
p�
RIP
RAP
ON BANK
4'-6'
SWALE TO I
(FIELD VEI
8" CONCRETE
LINE W/ FIL
FABRIC AND RIP
VEGETA
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STI LLI I N G BASIN
N.T.S.
CONCRETE WALL
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SLOPE= 1:3
INSTALL FILTER FABRIC
AND RIP RAP
20'
FLOW SPREADER
NTS
Z cn
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w�
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wo
a
30' MIN. FROM
PROPERTY LINE
50' MIN. FROM
WETLANDS
TOP BANK ELEV. 60+/-
NOTE: MINE DEPTH MAY NOT EXCEED 40'.
MINE SLOPE CROSS SECTIO
NTS ;
TEMPORARY
SILT FENCE
BOTTOM ELEV. 20+/-
— 5'
GRASS
SHOULDER
4 GA. 6x6 MESH 1D
TANDARD FABRIC 1
N
w
STEEL POST
WIRE MESH FOR STANDARD FABRIC
STANDARD OR EXTRA STRENGTH
FILTER FABRIC
co DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
MIN. 8' DEEP do 4' WIDE.
1
N
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30' IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL iPOST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF —FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
• NTS
TEMPORARY GRAVELED
CONSTRUCTION ENTRANCE
NTS
q
4
30'
RIGHT OF WAY
6" GRAVEL
MINIMUM
HAUL ROAD SECTION,
NTS
TEMPORARY
SILT FENCE
-- 5'
GRASS
SHOULDER
TEMPORARY/PERMANENT
GRASS SPECIFICATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL UM£ AND FERTIUZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPUED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS . STAND SHOULD BE
OVER 60% DAMAGED, REESTABUSH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. ETIIZTNOERAERECRNSSHETREATMENT, AND
FERTILIZATION AFTER
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED FESCUE
24% ANNUAL RYE GRASS
•BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
ADDITIONAL PLANTING REQUIREMENTS PER NC WILDUFE RESERVES COMMISSION.
* SWITCH GRASS
' WAX MYRTLE
' SILVERUNG
MARSH ELDER
SHOULD BE PLANTED WITHIN BUFFERS TO REESTABLISH VEGETATION THAT WAS
DAMAGED FROM LOGGING OPERATIONS.
STORM WATER NOTES:
ALL COLLECTED STORM WATERS THAT IS TO BE EXTRACTED FROM PIT AREA
SHALL BE ROUTED THROUGH STILUNG BASIN / FLOW SPREADER BMP. ALL
LEVEL SPREADERS TO BE INSTALLED UP GRADIENT OF WETLAND AREAS TO
PROMOTE SHEET FLOW & INFILTRATION. THE INTENT OF LEVEL SPREADERS IS
TO PREVENT WETLAND IMPACTS BY ALLOWING GROUND WATER RECHARGE.
FLOW & PUMP RATES
EACH LEVEL SPREADER WILL HAVE A MAXIMUM DAILY FLOW ALLOTMENT OF
23,333 gpd OR 38.89 gpm. THE CALCULATED PUMP RATES OF 38.89 gpm ARE
BASED ON A TYPICAL 10 HR. WORKDAY.
10 HOURS OF CONSECUTIVE OPERATING TIME IS NOT TO BE EXCEEDED.
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11 /26/07 IPER BRUNSWICK COUNTY COMMENTS EDB
SYMBOL I DATE DESCRIPTION BY
REVISIONS
Q 2007 NORRIS, KUSKE & TUNSTALL
MINE SITE PLAN
OLD NEW BRITTON ROAD MINE
1140 WHITEVILLE ROAD
SHALLOTTE , N.C. 28470 TAX PARCEL# 1810001808

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2. GLENN & SARAH WILLIAMSON; D.B. 1075, Pg. 0897 D.B. 0932, Pg. 0848 D.B. 0463, Pg. 0769 q
3. BRUNSWICK ELECTRIC MEMBERSHIP CORP.; D.B. 0557, Pg. 0691 2 _Z
4. ALEXANDER KING; D.B. 0336, Pg. 0386 N
5. JOHN HENRY HILL; D.B. 1020, Pg. 0689 _ 0 3
6. JIMMIE LEE & ZETTIE S. PRIC; D.B. 1050,. Pg. 0524 c� (�
7. ABRAM FRINK JR.; D.B. 0367, Pg. 0818
8. JIMMIE L. PRICE; D.B. 0432, Pg. 0752 z
9. JIMMIE L. PRICE; D.B. 1942, Pg. 0972
10. MASSENGALE BELLAMY; D.B. 0228, Pg. 0037 O O
11. HUBERT BELLAMY; D.B. 0707, Pg. 0368 z (,
12. LOUIE A. LEWIS SR.; D.B. 0628, Pg. 0297
13. UNITED STATES OF AMERICA; D.B. 0776, Pg. 0947
14. ELLA LOUISE JOHNSON; D.B. 0932, Pg. 0854
15. ERIC P. & MACHALIN A. HILL; D.B. 2329, Pg. 0999
SCALE: 1" = 300'
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DESIGNED BY: JKB
CHECKED BY. JPN
DRAMED BY JFF
DATE: 07/30/07
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2. GLENN & SARAH WILLIAMSON; D.B. 1075, Pg. 0897
3. BRUNSWICK ELECTRIC MEMBERSHIP CORP.; D.B. 0557, Pg. 0691
4. ALEXANDER KING; D.B. 0336, Pg. 0386
5. JOHN HENRY HILL; D.B. 1020, Pg. 0689
6. JIMMIE LEE & ZETTIE S. PRIC; D.B. 1050,. Pg. 0524
7. ABRAM FRINK JR.; D.B. 0367, Pg. 0818
8. JIMMIE L. PRICE; D.B. 0432, Pg. 0752
9. JIMMIE L. PRICE; D.B. 1942, Pg. 0972
10. MASSENGALE BELLAMY; D.B. 0228, Pg. 0037
11. HUBERT BELLAMY; D.B. 0707, Pg. 0368
12. LOUIE A. LENS SR.; D.B. 0628, Pg. 0297
13. UNITED STATES OF AMERICA; D.B. 0776, Pg. 0947
14. ELLA LOUISE JOHNSON; D.B. 0932, Pg. 0854
15. ERIC P. & MACHALIN A. HILL; D.B. 2329, Pg. 0999
N /F
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D.B. 1674, Pg. 1326
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2. GLENN & SARAH WILLIAMSON; D.B. 1075, Pg. 0897
3. BRUNSWICK ELECTRIC MEMBERSHIP CORP.; D.B. 0557, Pg. 0691
4. ALEXANDER KING; D.B. 0336, Pg. 0386
5. JOHN HENRY HILL; D.B. 1020, Pg. 0689
6. JIMMIE LEE & ZETTIE S. PRIC; D.B. 1050,. Pg. 0524
7. ABRAM FRINK JR.; D.B. 0367, Pg. 0818
8. JIMMIE L. PRICE; D.B. 0432, Pg. 0752
9. JIMMIE L. PRICE; D.B. 1942, Pg. 0972
10. MASSENGALE BELLAMY, D.B. 0228, Pg. 0037
11. HUBERT BELLAMY; D.B. 0707, Pg. 0368
12. LOUIE A. LENS SR.; D.B. 0628, Pg. 0297
13. UNITED STATES OF AMERICA; D.B. 0776, Pg. 0947
14. ELLA LOUISE JOHNSON; D.B. 0932, Pg. 0854
15. ERIC P. & MACHALIN A. HILL; D.B. 2329, Pg. 0999
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MIN. 16'
,RIP RAP ON BANK
2 � o SVOPE
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STILLIING BASIN
N.T.S.
CONCRETE WALL
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SWALE TO BE AT 0.005% SLOPE
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8" CONCRETE WALL
LINE W/ FILTER
FABRIC AND RIP RAP---,,, a.-;.:•:3.
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INSTALL FILTER FABRIC
AND RIP RAP
CRETE FOOTER
STILLING BA
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IN
NOTES:
1. SYN&i FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH
30 CB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL iPOST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF —FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
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TEMPORARY/PERMANENT
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2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS . STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL UME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABUSHEb.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED FESCUE
24% ANNUAL RYE GRASS
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
ADDITIONAL PLANTING REQUIREMENTS PER NC WILDLIFE RESERVES COMMISSION.
* SWITCH GRASS
* WAX MYRTLE
* SILVERLING
* MARSH ELDER
SHOULD BE PLANTED WITHIN BUFFERS TO REESTABLISH VEGETATION THAT WAS
DAMAGED FROM LOGGING OPERATIONS.
STORM WATER NOTES:
ALL COLLECTED STORM WATERS THAT IS TO BE EXTRACTED FROM PIT AREA
SHALL BE ROUTED THROUGH STILLING BASIN / FLOW SPREADER BMP. ALL
LEVEL SPREADERS TO BE INSTALLED UP GRADIENT OF WETLAND AREAS TO
PROMOTE SHEET FLOW & INFILTRATION. THE INTENT OF LEVEL SPREADERS IS
TO PREVENT WETLAND IMPACTS BY ALLOWING GROUND WATER RECHARGE.
FLOW & PUMP RATES
EACH LEVEL SPREADER WILL HAVE A MAXIMUM DAILY FLOW ALLOTMENT OF
23,333 gpd OR 38.89 gpm. THE CALCULATED PUMP RATES OF 38.89 gpm ARE
BASED ON A TYPICAL 10 HR. WORKDAY.
10 HOURS OF CONSECUTIVE OPERATING TIME IS NOT TO BE EXCEEDED.
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1707 BENT TREE TRAIL S.W.
SHALLOTTE, N.C. 28467
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SYMBOL DATE DESCRIPTION BY
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MINE SITE PLAN
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1140 WHITEVILLE ROAD
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;ONSULTING ENGINEERS, INC.
902 MARKET STREET PHONE [phone]
WILMINGTON, NC, 28401 FAX [phone]
office�nkteng.com
OWNER:
JOSEPH W. COX
1707 BENT TREE TRAIL S.W.
SHALLOTTE, N.C. 28467
[phone]
MINE SITE PLAN
OLD NEW BRITTON ROAD MINE
1140 WHITEVILLE ROAD
SHALLOTTE , N.C. 28470 TAX PARCEL# 1810001808

4'-6'
MIN, 16'
/RIP RAP ON BANK
NNW
STI LLI I N G BASIN
N.T.S.
CONCRETE WALL
W/ LEVEL TOP
$" M
SLOPE= 1:3
SWALE TO BE AT 0.005% SLOPE
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8" CONCRETE WALL
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2
NOTE: MINE DEPTH MAY NOT EXCEED 40'
SLOPE CROSS SECT
TEMPORARY
SILT FENCE
BOTTOM ELEV. 20+/-
5'
GRASS
SHOULDER
I
STEEL POST
�
WIRE MESH FOR STANDARD FABRIC
4 GA. 6x6 MESH o a
STANDARD OR EXTRA STRENGTH
TANDARD FABRIC 1
FILTER FABRIC
N
co ��
DIRECTION OF WATER FLOW
1(�:ANCHOR
FABRIC SKIRT
o
MIN. 8' DEEP do 4' WIDE.
I
N
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30' IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL (POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF —FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NTS
TEMPORARY GRAVELED
CONSTRUCTION ENTRANCE
NTS
q
u
30'
RIGHT OF WAY
6" GRAVEL
MINIMUM
HAUL ROAD SECTION
NTS
TEMPORARY
SILT FENCE
--- 5.
GRASS
SHOULDER
TEMPORARY/PERMANENT
GRASS SPECIFICATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL UME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 — 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS . STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHEb.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED FESCUE
24% ANNUAL RYE GRASS
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
ADDITIONAL PLANTING REQUIREMENTS PER NC WILDLIFE RESERVES COMMISSION.
* SWITCH GRASS
* WAX MYRTLE
* SILVERLING
* MARSH ELDER
SHOULD BE PLANTED WITHIN BUFFERS TO REESTABLISH VEGETATION THAT WAS
DAMAGED FROM LOGGING OPERATIONS.
STORM WATER NOTES:
ALL COLLECTED STORM WATERS THAT IS TO BE EXTRACTED FROM PIT AREA
SHALL BE ROUTED THROUGH STILLING BASIN / FLOW SPREADER BMP. ALL
LEVEL SPREADERS TO BE INSTALLED UP GRADIENT OF WETLAND AREAS TO
PROMOTE SHEET FLOW & INFILTRATION. THE INTENT OF LEVEL SPREADERS IS
TO PREVENT WETLAND IMPACTS BY ALLOWING GROUND WATER RECHARGE.
FLOW & PUMP RATES
EACH LEVEL SPREADER WILL HAVE A MAXIMUM DAILY FLOW ALLOTMENT OF
23,333 gpd OR 38.89 gpm. THE CALCULATED PUMP RATES OF 38.89 gpm ARE
BASED ON A TYPICAL 10 HR. WORKDAY.
10 HOURS OF CONSECUTIVE OPERATING TIME IS NOT TO BE EXCEEDED.
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07144
DESIGNED BY: JKB
CHECKED BY: JPN
ORAWNED BY JFF
DATE: 07/30/07
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