NCG020821_COMPLETE FILE - HISTORICAL_20180622

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V
DOC TYPE
�ISTORICALFILE
❑ MONITORING REPORTS
DOC DATE
❑ �l/�UU�a�
YYYYMMDD

MCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
George C. Lewis
Bay Branch Sands
P.O. Box 116
Castle Hayne, NC 28429
Dear Mr. Lewis,
June 22, 2012
Subject: Certificate of Coverage NCG020821
Bay Branch Sands
Onslow County
Division Representative, Linda Willis, conducted a site inspection for the Bay Branch Sands
mine pit in Holly Ridge. The purpose of the site inspection was to determine whether your
mining activity would require the NPDES General Permit NCG020000 and to assist you with
obtaining a General Stormwater Permit and complying with the permit requirements. You have
been issued the certificate of coverage for the NPDES General Permit NCG020000 effective
June 18, 2012. The Division of Water Quality has received an approvable operation and
monitoring plan for this site. You must have your DLR mining permit prior to any mining
activities on site.
Please read both the enclosed compliance evaluation inspection report and pen -nit. You must
comply with the permit requirements specified in the permit text. A copy of the permit is
enclosed. You must use a state certified laboratory for sample analyses. A list of state certified
laboratories is enclosed for your convenience. You must sample both stormwater and
wastewater discharges from your mine site. Should you have any questions concerning the
requirements of your permit, please contact Linda Willis at 910-796-7343 or at the email address
[e-mail].
Sincerely,
Jim egson
Wilmington Regional Supervisor
Divtston of Water Quality
Surface Water Protection Section
Enclosure: CEI Report, permit NCG020000, list of NC State certified laboratories
CC:DWQ CO Files (w/o permit text)
DWQ WiRO NCG020 Onslow (L Willis) (w/o permit text)
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: 91 M07-6492
Internet: www.ncwalerguality.ora
Nne
orthCarofina
Naturally
An Equal Opportunity t AaYrmMve Action Employer

i I
Compliance Inspection Report
Permit: NCG020821 Effective: 06/18/12 Expiration: 12/31/14 Owner: George C Lewis
SOC: Effective: Expiration: Facility: Bay Branch Sands
County: Onslow Located Off Homestead Ln
Region: Wilmington
Topsail Beach NC 28445
Contact Person: George C Lewis Title: Phone:
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
24 hour contact name
Related Permits:
George C Lewis
Certification:
Phone:
Phone:
Inspection Date: 02/22/2012 Entry Time: 10:30 AM Exit Time: 12:30 PM
Primary inspector: Linda Willis �, q /]_ _ Phone: [phone]
Secondary Inspector(s): ""-"u[.t•v (}/�
Reason for Inspection: Other Inspection Type: Compliance Evaluation
Permit Inspection Type: Mining Activities Stormwater Discharge COC
Facility Status: ® Compliant ❑ Not Compliant
Question Areas:
® Storm Water
(See attachment summary)
Page: 1

M
Permit: NCG020821 Owner -Facility: George C Lewis
Inspection Date: 02/22/2012 Inspection Type: Compliance Evaluation Reason for Visit: Other
Inspection Summary:
Please ensure that you read the entire permit text to fully understand your obligations as a permittee. Should you have
any questions concerning your permit requirements, you may contact Linda Willis at 910-796-7343. A copy of the permit
is attached for your convenience. You must sample in accordance with the permit. If you are going to utilize your mine
site operator to conduct pH analyses, that individual must have field parameter certification. Otherwise, you may have the
laboratory collect your samples and analyze pH while on site. Enclosed is a list of laboratories. For more information on
field parameter certification, please contact Linda Willis or Tom Tharrington (910-796-7324).
You should be following your operation and monitoring (O&M) plan. The approved O&M plan is an enforceable
component of this permit.
Page: 2

Permit: NCG020821 Owner • Facility: George C Lewis
Inspection Date: 02/2212012 Inspection Type: Compliance Evaluation
Reason for Visit: Other
Stormwater Pollution Prevention Plan
Yes
No
NA
NE
Does the site have a Stormwater Pollution Prevention Plan?
❑
❑
®
❑
# Does the Plan include a General Location (USGS) map?
❑
❑
®
❑
# Does the Plan include a "Narrative Description of Practices"?
Cl
❑
®
❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
❑
❑
®
Q
# Does the Plan include a list of significant spills occurring during the pasta years?
❑
❑
®
❑
# Has the facility evaluated feasible alternatives to current practices?
❑
❑
®
❑
# Does the facility provide all necessary secondary containment?
❑
n
i
n
# Does the Plan include a BMP summary?
❑
❑
®
❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
❑
❑
®
❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
❑
❑
®
❑
# Does the facility provide and document Employee Training?
❑
❑
®
❑
# Does the Plan include a list of Responsible Party(s)?
❑
❑
®
❑
# Is the Plan reviewed and updated annually?
❑
❑
®
❑
# Does the Plan include a Stormwater Facility Inspection Program?
n
n
®
n
Has the Stormwater Pollution Prevention Plan been implemented?
Cl
❑
®
❑
Comment: Stormwater Pollution Prevention Plan will be due on June 18, 2013.
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? ❑ ❑ ® ❑
Comment:. Please begin your qualitative monitoring from the Stormwater discharge in
the ditch at the front of the facility. Should you have any questions concerning this
requirement, please contact Linda Willis.
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? ❑ ■ ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ®❑ n
Comment: Analytical monitoring will be required quarterly and needs to be conducted
on the stormwater discharge (semi annually) and the pit dewatering discharge
(quarterly). Failure to monitor could result in monthly monitoring requirements being
imposed. If you have any questions concerning this requirement, please contact Linda
Willis.
Permit and Outfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? ❑ ❑ ® ❑
Page: 3

Permit: NCG020821 Owner - Facility: George C Lewis
Inspection Date: 02/22/2012 Inspection Type: Compliance Evaluation Reason for Visit: Other
# Were all outfalls observed during the inspection?
m ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ® Q ❑
# Has the facility evaluated all illicit (non stormwater) discharges?
Comment: The certificate of coverage (COC) has been issued. Please ensure you
retain the certificate of coverage, failure to be able to produce the COC during future
inspections is a violation of your permit. This facility does not have representative
outfall status.
Page: 4

�n
North Carolina
Beverly Eaves Perdue
Gnve.rnor -
Mr. George C. Lewis
P.O. Box 116
Castle Flayne, NC 28429
Dear Mr. Lewis:
ATiZA.
NC®ENR
Department of Environment and
Division of Water Quality
Charles Wakild, P.E.
Natural Resources
Dee Freeman
pirQrtor Secretary
ECEIVE
June 18, 2012 SUN z Q 2012
BY:
Subject: General Perrriit No. NCG020000
Bay Branch Sand
COC NCG020821
Onslow County
In accordance with your application for a discharge permit received on April 18, 2012,
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 Gencral•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.
A requirement of this permit is compliance with fire Division of Land Resources'
(DLR) Mining Permit; therefore, you must hold an approved DLR permit be ore any mining
industrial activities take place.
Please be aware that mine dewatering at your site has the potential to impact adjacent
wetlands. The specific requirements for mine dewatering at facilities near wetlands can be found
in Part III, Section E of your permit. You must abide by your O&M pumping plan approved by
the DWQ.
This site will discharge to a receiving stream designated as High Quality Waters'
(HQW). As a result, a more stringent TSS limit and wastewater discharge volume applies.
Based on the 7Q10 flow for the receiving waters at this location, the wastewater discharge is
limited to 119,000 gallons per day (gpd) or less.
Please note that mine dewatering wastewater includes wet pit overflows -caused solely
by direct rainfall and groundwater seepage for this type of mining operation: Any discharge of
Wetlands and Stormwater Branch
1617 Mail Service Center, Ralegh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www ncwaterqualit org
An Equal Opportunity 4 Affirmative Action Employer
NorthCarolina
Naturally

Mr. George C. Lewis
Bay Branch Sand—NCG020821 � t
June 18, '2012
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 yr„ specified that only mine ricwatering water ,�r7ould be
discharged from this facility. If separate point -source discharges of stormwater occur (i.e.,
stormwater n(ii cbM`birieatwith mine dewatering water), you wiii be required to adhere to the
conditions in this permit for stormwater discharges.
. This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of 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], or at [e-mail].
Sincerely,
ORIGINAL SIGNED BY
BETHANY GEORGOULIAS
far Charles Wakild, P.E.
cc: Linda Willis — Wilmington Regional Office
Central Files
Ashley Rodgers — NCDENR-DLR
Stormwater Permitting Unit Files
Page 2 of 2

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVIStON OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020821
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,
George C. Lewis
is hereby authorized to discharge stormwater and mine dewatering wastewater from a facility
located at
Bay Branch Sand
Homestead Lane
Holly Ridge
Onslow County
to receiving waters designated as an UT to Kings Creek (Spicer Bay), a class SC; Sw, HQW
water in the Cape Fear River Basin, in accordance with the effluent limitations, monitoring
requirements, and other conditions set forth in Parts 1, I1, III, IV, V, and VI of General Permit
No. NCG020000 as attached.
This certificate of coverage shall become effective June 18, 2012.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this the 181h day June, 2012.
ORIGINAL SIGNED BY
BETHANY GEORGOULIAS
for Charles Wakild, P.E., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

LAND QUALITY SECTION REGIONAL OFFICE
MINING APPLICATION REVIEW CHECKLIST
?PLICATIONIPERMIT NO.: ACTION: Ne Modification Renewal Transfer Release
APPLICANT NAME: 6eoyQ.R, 0, t P4,0j - MINE NAME: v " &&6COUNTY: 0
5a�d
Administrative Issues:
A. Is the site currently under NOV? Yes N plain:
B. Is the site under CAMA jurisdiction'? Yes iExplain:
Field Issues:
A. Are potential wetlands and watercourses properly indicated on the Mine Map? 6No Explain:
B. Are the proposed buffer zones a
C
D
E
F
G
No Explain:
Do all occupied dwellings within 300 feet of the mine excavation appear to be indicatec
Explain:
Do all water supply wells within 500 feet of the mine excavation appear to be indicated'
Explain.
Is visual. screening needed? Yes(
Explain:
M
No
Are the proposed erosi n and sedimentation control measures properly located to prevent offsite
sedimehtation? Yes N Explain: K"I �&sj f- 4 du4-. k A.�
Is the proposed revegetationlreclamation plan acceptable. Yes No Explain:
Date inspected: -7—�z1 /�
Fro.Gion and Sedim ,,f_,:zion !7,)ntrol Plan Review:
It is the responsibility of the Regional Office staff to verify the adequacy of the E&S measures. Please provide
any concerns or comments: P(C44, ---
Other Comments:
�`q,was the application routed to and when?: -
')ivision of Air Quality: Date:
'on of Water Quality (Water Quality Section only): _ Date:
's Name: Date:
s Name: Date: 2 z. 2

Bay Branch Sand Mine Comments
The buffer along the wetland near the crossing has been disturbed and is not vegetated. •The
slopes are eroding into the wetland. The buffer area needs to be re-established and adequate
erosion and sediment control measures need to be installed to prevent any additional sediment
from entering the wetland near the crossing.
There is an area of erosion between the proposed construction entrance and the wetland east
of the proposed entrance. This area of erosion needs to be repaired and stabilized. Adequate
measures need to'be installed to prevent the sediment from entering the wetland to the east.
The old farm road that is proposed to be used as the haul road slopes toward the wetland at
the crossing. Details need to be provided showing what measures will be installed at the
crossing to prevent sediment from entering the wetland.
The mine application states that the silt fence will be placed at the wetland edge. The silt fence
needs to be placed at the buffer edge to keep the buffer undisturbed.
Linda Willis from DWQ and I met with the owner on 2/22/12. After hearing our preliminary
comments in the field the owner stated that he may decide to get a permit to dewater the
mine. If dewatering is proposed the method of dewatering and any erosion and sediment
control measures and calculations needed to prevent sediment from leaving the site during
dewatering will need to be submitted for review.
This site was previously referred for enforcement by DWQ. According to Linda Willis that
enforcement stated that mining had occurred at this site previously. The permit application
states that this site has not been mined in the past. Clarification should be provided explaining
the previous activities that have occurred on this site.

MINING PERMIT APPLICATION REVIEW FORM
for the
DIVISION OF AIR QUALITY
Project/Number:Y(�.h c� m'i County:_ _� W -
Please return comments back to: tla� rW1 �-►��
Comments due by: L?-Zlz--
Will the operation, as proposed, violate standards of air quality? /vo
Comments:
-R aLK C r-" 5-1A e Y - -! s - -g 613 lard
0 J0 C. S*f-a a s
Air permit required
Air permit existing
Other Comments: / 0
YES NO
_(Permit # 'A`
Reviewed by:� b,—h
Print Name: D { r''9 if
Date: 2 � Z 1 —1 2-
Central Office Reviewer'.
Rev Dec 2006

Print this form to PDF
Return PDF of this form to DLR CO by email. cc DLR RO and DWQ yS
W
MINING PERMIT APPLICATION REVIEW FORM
for the
DIVISION OF WATER QUALITY
THIS SECTION TO BE FILLED OUT BY DLR:
Project Name: Bay Branch Sand Mine DLR Permit #:_apt# 67-75 County: Onslow Address: Mark Walton
(consultant) email: markawaltonengineering. net
YES NO Date Commencing
is this mine a new mine? 1✓ r See below
Have land disturbing activities
started? Date? I✓ r Site was previously disturbed by Bay
Branch, t_.LC (DWQ issued NOV, CPA for violations): mining permit for Bay _Branch, LLC was denied 2114112
Mr. Lewis now owns the property and is requestinq to permit the site
Latitude:34.4979 Longitude:-77.5289
Please return comments to (at DLR CO): Ashy Rodgers
Comments due by: March 12 2012
SECTION BELOW TO BE FILLED OUT BY DWQ:
Is the RO concerned that the operation, as proposed, would violate standards bf water quality?S _
Comments: Ne� 4-0
Walt rshedTStream Name & Ciassincation, S:A , H��n11_' e,�c eed t► -�y' p� �p�, moo,,,
1L11� QA Wi -. 9ia , �w OJ W �fY
DWQ Corrliadce Status of Mine: 5�5VOAW�.�`�Q,y,, �, V�,�}�, c�-}o uvn
.ti., o t' !m� nnJ:rDe'1Q+ `�di �tv.. • 1r . n ur. Lr OL .ore
YES NO
NPDE$:Permit required?
r''' ... .:
�-
NPDES permit existing?
r (Permit # )
If:ari NPDES permit is not required, is DWQ
i'1t� C+:rrt.pto..u*a.,
still d6hoerood1about wetiand-degradation
w u r�`t toOL
r
b` dewterin ?
g:
Should perm ittee contact DWQ RO
immediately? (e.g. to schedule a site visit If
r RO Contact Name: 1 r4a,t�, llr 4ter.
Z(zr jt
mine has already begun digging or is
Contact Reason:
dewatering without DWQ permit)
4t}'I 1NetlaridCert..required?
r
401 Wetland Cert. existing?
r Permit #
Na+lee
Rev September 2010

f
Tint this form to PDF
Return PDF o1 this form to DLR CO by email, cc DLR RO and DWQ SAU
YES NO
Are wetiands'disturbed at this site?
r
viola`
Does DWQ RO suspect or know of nearby
Mwrt/`ta`%►���a�e
41-
°`�'�"�` gW
r
wetlands to the site?
w b
Is a wetland delineation required prior to
F By:. -JD­-or r ConsUltant N
DWQ issuing:the permit?
r Onsite? Or rM offsite? ZoNi�..
Stream Determination Needed?
r
Stream Determination Completed?
UT wad. reS e�
.r-.
r
Does DWQ RO need a statement that no
Ls:A 1,o-� XAC�, o�
wetlands/streams are disturbed
N • PMAA" 01 ` 0-k- `r'l VAa-A"
r
for this project from applicant?
Buffer Determination Needed?
r
Buffer Determination Completed?
r
r _Nl
Recycle system permit,existing?"
r Permit #
New Recycle System permit required?*
F-
Enough information to determine?
Non -discharge permit existing?*
F Permit #'
5z
Will wastewaters discharge to HQW waters
K
IV'7C10
Unknown ermittee determine): r
with a 7Q10=0? **
Flow: Z�Z.t aocoGP
r Has Violation Mp'�'L Uj%-%
o
DWQ DLR to hold the
rne4-
&M Requirements
Does require permit
HQW17.Q10 Concems
(e.g. so DWQ can. review. it further or
r 'Other: Reason:
because DWQ requires more information)?
RO.cdntact:W�aA>�
u�ot
r •Hold Until; '`}`�'�" MQ �.1rs
t
Mine must wait to dewater until an O&M
�
r
plan is approved?
"The WDES SW and WW eanit NCG020000-covers close-lowcloseLlow r c ! -systems, de i n o exclude all a er un-off from
the system and operate t or b olow o-feet of freeboard. Thee i cycle s
Permit from the Aquifer Protection Seciofr_((�P$)�OR may instead be 12rmi�d under CGr?20000 to eliminate an addRian 1..PQ2nit
Rec cfe systems that do not-meetthose t e- con.,Wetoddischanai:ng systems, and are subject to the C 20 e
permit,
**To obtain 7Q10 flows, permittees must contact the DWQ StormwaterPermitting Unit. if DWQ does not have a now estimate fore
specific stream, permittees will be asked to obtain one. Permittees should contact J. Curtis Weaver at the USGS: 919-571-4043, for
more information on obtaining a 7010 flow. USG will not determine a 7Q10 flow for tidally influenced water bodies,
Reviewedby:
DWQ RO Surface Water�ARegional Office: Date: ?1Z-`+�- * -►�
+E coay.. Oti.
RO Aquifer Protection Section: Regional Office: Date: p Yy ,t-a c: -A
SPU DWQ Central Office Reviewer (if applicable): 46A 1 �•N�"`0 Y\jt, a
Rev September 2010

Print this,form to PDF
Return PDF of this form to DLR CO by email. cc DLR RO end DWQ SI
7.
Dohs DWQ-RO..currently have enough
information to determine:if a 401
cer#ification is required?
Rev September 2010

rBay Branch'Sand-Min e,Comments
The buffer along the wetland near the crossing has been disturbed and is not vegetated. The
slopes are eroding into the wetland. The buffer area needs to be re-established and adequate
erosion and sediment control measures need to be installed to prevent any additional sediment
from entering the wetland near the crossing.
There is an area of erosion between the proposed construction entrance and the wetland east
of the proposed entrance. This area of erosion needs to be repaired and stabilized. Adequate
measures need to be installed to prevent the sediment from entering the wetland to the east.
The old farm road that is proposed to be used as the haul road slopes toward the wetland at
the crossing. Details need to be provided showing what measures will be installed at the
crossing to prevent sediment from entering the wetland.
The mine application states that the silt fence will be placed at the wetland edge. The silt fence
needs to be placed at the buffer edge to keep the buffer undisturbed.
Linda Willis from DWQ and I met with the owner on 2/22/12. After hearing our preliminary
comments in the field the owner stated that he may decide to get a permit to dewater the
mine. If dewatering is proposed the method of dewatering and any erosion and sediment
control measures and calculations needed to prevent sediment from leaving the site during
dewatering will need to be submitted for review.
This site was previously referred for enforcement by DWQ. According to Linda Willis that
enforcement stated that mining had occurred at this site previously. The permit application
states that this site has not been mined in the past. Clarification should be provided explaining
the previous activities that have occurred on this site.

Linda Willis
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28401
Re: Bay Branch Sand Mine, Onslow County
Dear Ms. Willis,
In accordance with the conditions of the State Mining Permit No. 6775, the following is
required information for our O&M plan for your approval.
1. Silt fence will be installed in the(buffer next to the wetland to protect the wetlands and
identify the undisturbed buffer.��.��2���
2. Discharge pipe and headers will be adjacent (with Disturbed ar�to t e s It fence for
water tob—e-dispers-e-d-into—1 a wetlands.
3. There will not be monitoring wells. Water is to be discharged into wetlands on the
site. Wetland areas will be inspected on a daily basis to assure no erosion or and discreet
discharges into watercourse exit from property consisting of King Creek (a.k.a. Baptism
Branch) on boundary of property. No more than 113,000 gallons per day will go into
King Creek.
4. if any discreet discharge is observed, daily bucket test during pumping operations will
be performed and calculation of discharge will be entered into the pumping record. Daily
discharge will be recorded. Inspections will be done to insure there is no point discharge.
If so, it will be measured collectively and insure not more than 113,000 gallons.
5. There will be no discharge from settlement basin during rainfall or for 24 hours after.
Pumping will be limited to weather conditions. Pumping of water will not be on a daily
basis and limited to short periods only when necessary during limited times of mining.
6. A log book will be kept on a daily basis during any pumping.
7. The proposed mine site will be excavated in small areas not to exceed 1 (one) acre to
minimize impact on wetlands from any pumping.
8. Initial excavation will be for settlement basin in southeast corner of mining area lower
elevation of site (see attached Site Map).
9. Settlement basin will be constructed to contain 150,000 gallons of water,
approximately 50" x 100', or 5,000 SF, 4' deep to contain 150,000 gallons (see attached
Map and calculations). Water will be drawn from top of settlement by float strainer.

10. A grab sample will be taken from the discharge to the level spreader on a quarterly
basis and provided for testing in accordance with the general guidelines for submission to
NCDENR. Sampling will be done in accordance with NC General Permit 020000.
11. No vehicle maintenance will be performed on site. No storage tanks kept on site.
Refueling of any equipment will take place a t a minimum of 150' from wetlands. There
will be a designated area for refueling with absorbent materials, such as sawdust or
ground bark to apply to any spills in refueling.
12. Ditch slope by entrance to property on North property line along powerline road will
be stabilized with erosion control matting and seed or sod to prevent erosion from runoff
from powerline road ditch.
13. A Stormwater Pollution Prevention Plan will be written within 1 year of receiving
the Certificate of Coverage.
Work on property for compliance with O&M Plan will be coordinated with Linda Willis
and Joanne Steinhuis, NCDENR, Wilmington office. In the event of any difficulty in
compliance, we will notify Ms. Willis, or Ms. Steinhuis.
Sincerely,
George C. Lewis
PO Box 116
Castle Flayne, NC 28429

0 & M Plan
From: Good Earth ([e-mail])
Sent: Mon 5/07/12 8:31 PM
To: Willis, Linda ([e-mail])
1 attachment (25.0 KB) /-,- ilot) C�6(
®���.
Linda Wil...docI
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Download as zip
Dear Ms. Willis:
Following our meeting this morning we have added to the 0 & M Plan information:
(1) Under Item 2, a statement that the discharge pipe may be moved.
(2) Under Item 8, a statement to allow for three Settlement Basins.
(3) Under Item 9, a statement that the water will be pumped through a float strainer in the
Settlement Basin.
We will deliver tomorrow the Site Plan modified to show the initial Settlement Basin and locations of
two additional proposed Settlement Basins.
Thank you for your assistance.
George C. Lewis
ECEIV
MAY 0 8 2012
BY:

.i 1
S

May 7, 2012
Linda Willis
NCDENR Division of Water Quality ECIEIV
127 Cardinal Drive Extension
Wilmington, NC 28401 8 MAY 0 8 2012
Re: Bay Branch Sand Mine, Onslow County
Dear Ms. Willis:
In accordance with the conditions of the State Mining Permit No. 6775, the
following is required information for our O & M plan for your approval.
1. Silt fence will be installed in the buffer next to the wetlands to protect the
wetlands.
2. Discharge pipe and headers will be adjacent to the silt fence for water to be
dispersed into the wetlands. As mining progresses discharge pipe may be moved.
3. There will not be monitoring wells. Water is to be discharged into wetlands on
the site. Wetland areas will be inspected on a daily basis to assure no erosion or
and discreet discharges into watercourse exit for water from property consisting
of Baptismal Branch on boundary of property.
4. IF any discreet discharge is observed, daily bucket test during pumping operations
will be performed and calculation of discharge will be entered into the pumping
record.
5. There will be no discharge from settlement basin during rainfall or for 24 hours
after. Pumping will be limited to weather conditions. Pumping of water will not
be on a daily basis and limited to short periods only when necessary during
limited times of mining.
6. A log book will be kept on a daily basis during any pumping.
7. The proposed mine site with be excavated in small areas not to exceed 1 (one)
acre to minimize impact on wetlands from any pumping.
8. Initial excavation will be for settlement basin in southeast corner of mining area
lower elevation of site (see attached Site Map). As excavation progresses two
other settlement basins may be constructed (see Site Map).
9. Settlement basin will be constructed to contain 150,000 gallons of water,
approximately 50" X 100', or 5,OOOSF, 4' deep to contain 150,000 gallons (see
attached Map and calculations). Water will be drawn from top of settlement basin
.through a float strainer.
10. A grab sample will be taken from the discharge to the level spreader on a
quarterly basis and provided for testing in accordance with the general guidelines
for submission to NCDENR.
11. No vehicle maintenance will be performed on site. No storage tanks kept on site.
Refueling of any equipment will take place at a minimum of 150' from wetlands.

�,
•
�,
'.
1
'

IL'-
-2-
There will be a designated area for refueling with adsorbent materials, such as
sawdust or ground bark to apply to any spills in refueling.
12. Ditch slope by entrance to property on North property line along powerline road
will be stabilized with erosion control matting and seed or sod to prevent erosion
from runoff from powerline road ditch.
Work on property for compliance with O & M Plan will be coordinated with Linda
Willis and Joanne Steinhause, NCDENR, Wilmington office. In the event of any
difficulty in compliance, we will notify Ms. Willis or Ms. Steinhause.
Sincerely
George C. Lewis
P.O. Box 116
Castle Hayne, NC 28429

Print this form to PDF
Rehm PDF of this form to DLR CO by email. cc DLR RO and DWQ SPU
MINING PERMIT APPLICATION REVIEW FORM
for the
DIVISION OF WATER QUALITY
THIS SECTION TO BE FILLED OUT BY DLR:
Project Name: Bay Branch Sand Mine DLR Permit #: app.# 67-75 County: Onslow Address: Mark Walton
(consultant) email: mark(a7waltonengineering.net; mailing address for George Lewis: PO Box 116, Castle
Hayne, NC 28429
YES NO Date Commencing
Is this mine a new mine? r r See below
Have land disturbing activities
started? Date? r r Site was previously disturbed by Bay
Branch, LLC (DWQ issued NOV. CPA for violations): mining permit for Bay Branch, LLC was denied 2/14/126
Mr. Lewis now Owns the property and is requesting to permit the site
Latitude:34.4979 Longitude:-77.5289
Please return comments to (at DLR CO): Ashley Rodgers
Comments due by: Ma 8 2012
SECTION BELOW TO BE FILLED OUT BY DWQ:
Is the RO concerned that the operation, as proposed, would violate standards of water quality?
Comments:
Watershed/Stream Name & Classification:
DWQ Compliance Status of Mine:
YES NO
NPDES permit required?
r,
NPDES permit existing?
r {Permit # )
r
If an'NPDES permit is not required, liis�DWQ
still concerned about wetland degradation
by cdewatering?
Should permittee contact DWQ RO
immediately? (e.g. to schedule a site visit if
r RO Contact Name:
I --
mine has already begun digging or is
Contact Reason:
dewatering without DWQ permit)
401 Wetland'Cert. lregdired?
401 Wetland Cert. existing?
r - Permit #
F
Rev September 2010

Print this form to PDF
Return PDF of this farm to DLR CO by email. cc DLR RO and DWQ SPU
Does DWQ RO currently have enough
information to determine if:a 401 r r
certification is required?
Rev September 2010

Print this form to PDF
Retum PDF of this form to DLR CO by email. cc DLR RO and DWQ SPU
YES NO
Are wetlands disturbed at this site?
0
Does DWQ RO suspect or know of nearby
F
r
wetlands to the site?
Is a wetland delineation required prior to
r' I By: I11F ALID or lConsultant
�Offsite?
r�
issuingthe permit?
Onsite? Or
Stream Determination Needed?
r
r,
Stream Determination Completed?
'
Does DWQ RO need a statement that no
wetlands/streams are disturbed
r .
F .
for this project from applicant?
Buffer Determination Needed?
Buffer Determination Completed?
r
r
Recycle system permit existing?*
CPermit #
New Recycle System permit required?*
f
r. ,
Enough information to determine?
Non -discharge permit existing?*
FPermit #
Will wastewaters discharge to HQW waters
r
r 7Q10
Unknown (permittee determine): r
with a 7Q10=0? **
Flow:
Has Violation
O&M Requirements
Does'DWQ require DLR to hold the permit
DWQ it further
HQW17Q10 Concerns
NOther.
(e.g. so can review or
Reason:
because DWQ:requires more information)?
RO contact:
'© Hold Until:
Mine must wait to dewater until an O&M
�-
r
plan is approved?
*The NPDES SW and _WW permit NCG020000 covers closed -loop recycle systems, designed to exclude all stormwater run-off from
the system and operate at or below two -feet of freeboard. Theses stems maybe pennitted by a Non -discharge Recycle System
Permit from the Aquifer Protection Section (APS). OR may instead be permitted under NCG020000 to eliminate an additional permit
Recycle systems that do not meet those criteria are considered dischamina systems, and are subiect to the NCG020000 discharae
permit.
**To obtain 7Q10 flows, permittees must contact the DWQ Stormwater Permitting Unit. if DWQ does not have a flow estimate fora
specific stream, permittees will be asked to obtain one. Permittees should contact J. Curtis Weaver at the USGS: 919-571-4043, for
more information on obtaining a 7Q10 flow. USGS will not determine a 7Q10 flow for tidally influenced water bodies.
Reviewed by:
DWQ RO Surface Water: Regional Office: Date:
RO Aquifer Protection Section: Regional Office: Date:
SPU DWQ Central Office Reviewer (if applicable):
Rev September 2010

May 7, 2012
Linda Willis
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28401
Re: Bay Branch Sand Mine, Onslow County
Dear Ms. Willis:
In accordance with the conditions of the State Mining Permit No. 6775, the
following is required information for our O & M plan for your approval.
1. Silt fence will be installed in the buffer next to the wetlands to protect the
wetlands.
2. Discharge pipe and headers will be adjacent to the silt fence for water to be
dispersed into the wetlands. As mining progresses discharge pipe may be moved.
3. There will not be monitoring wells. Water is to be discharged into wetlands on
the site. Wetland areas will be inspected on a daily basis to assure no erosion or
and discreet discharges into watercourse exit for water from property consisting
of Baptismal Branch on boundary of property.
4. IF any discreet discharge is observed, daily bucket test during pumping operations
will be performed and calculation of discharge will be entered into the pumping
record.
5. There will be no discharge from settlement basin during rainfall or for 24 hours
after. Pumping will be limited to weather conditions. Pumping of water will not
be on a daily basis and limited to short periods only when necessary during
limited times of mining.
6. A log book will be kept on a daily basis during any pumping.
7. The proposed mine site with be excavated in small areas not to exceed 1 (one)
acre to minimize impact on wetlands from any pumping.
8. Initial excavation will be for settlement basin in southeast corner of mining area
lower elevation of site (see attached Site Map). As excavation progresses two
other settlement basins may be constructed (see Site Map).
9. Settlement basin will be constructed to contain 150,000 gallons of water,
approximately 50" X 100', or 5,000SF, 4' deep to contain 150,000 gallons (see
attached Map and calculations). Water will be drawn from top of settlement basin
through a float strainer.
10. A grab sample will be taken from the discharge to the level spreader on a
quarterly basis and provided for testing in accordance with the general guidelines
for submission to NCDENR.
11. No vehicle maintenance will be performed on site. No storage tanks kept on site.
Refueling of any equipment will take place at a minimum of 150' from wetlands.

-2-
There will be a designated area for refueling with adsorbent materials, such as
sawdust or ground bark to apply to any spills in refueling.
12. Ditch slope by entrance to property on North property line along powerline road
will be stabilized with erosion control matting and seed or sod to prevent erosion
from runoff from powerline road ditch.
Work on property for compliance with O & M Plan will be coordinated with Linda
Willis and Joanne Steinhause, NCDENR, Wilmington office. In the event of any
difficulty in compliance, we will notify Ms. Willis or Ms. Steinhause.
Sincerely
George C. Lewis
P. O. Box 116
Castle Hayne, NC 28429

Q
April 30, 2012
Linda Willis
NCDENR Division of Water Quality _
127 Cardinal Drive Extension RFCFI VF:D
Wilmington, NC 28401
MAY b 1 2012
Re: Bay Branch Sand Mine, Onslow County BY: u j Z
Dear Ms. Willis:
In accordance with the conditions of the State Mining Permit No. 6775, the
following is required information for our O & M plan for your approval.
1. Silt fence will be installed in the buffer next to the wetlands to protect the
wetlands.
2. Discharge pipe and headers will be adjacent to the silt fence for water to be
dispersed into the wetlands.
3. There will not be monitoring wells. Water is to be discharged into wetlands on
the site. Wetland areas will be inspected on a daily basis to assure no erosion or
and discreet discharges into watercourse exit for water from property consisting
of Baptismal Branch on boundary of property.
4. IF any discreet discharge is observed, daily bucket test during pumping operations
will be performed and calculation of discharge will be entered into the pumping
record.
5. There will be no discharge from settlement basin during rainfall or for 24 hours
after. Pumping will be limited to weather conditions. Pumping of water will not
be on a daily basis and limited to short periods only when necessary during
limited times of mining.
6. A log book will be kept on a daily basis during any pumping.
7. The proposed mine site with be excavated in small areas not to exceed I (one)
acre to minimize impact on wetlands from any pumping.
8. Initial excavation will be for settlement basin in southeast corner of mining area
lower elevation of site (see attached Site Map).
9. Settlement basin will be constructed to contain 150,000 gallons of water,
approximately 50" X 100', or 5,OOOSF, 4' deep to contain 150,000 gallons (see
attached Map and calculations). Water will be drawn from top of settlement by
float strainer.
10. A grab sample will be taken from the discharge to the level spreader on a
quarterly basis and provided for testing in accordance with the general guidelines
for submission to NCDENR.
11. No vehicle maintenance will be performed on site. No storage tanks kept on site.
Refueling of any equipment will take place at a minimum of 150' fro wetlands.
There will be a designated area for refueling with adsorbent materials, such as
sawdust or ground bark to apply to any spills in refueling.

� ..
..
•�
.�
�'
�,
i

-2-
12. Ditch slope by entrance to property on North property line along powerline road
will be stabilized with erosion control matting and seed or sod to prevent erosion
from runoff from powerline road ditch.
Work on property for compliance with O & M Plan will be coordinated with Linda
Willis and Joanne Steinhaus, NCDENR, Wilmington office. In the event of any
difficulty in compliance, we will notify Ms. Willis or Ms. Steinhause.
Sincerely
George . Lewis
P. O. Box 116
Castle Hayne, NC 28429

05/01/2012 16:21 9106023975 THECLARKGROU PAGE 01/02

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NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
George C. Lewis
PO Box 116
Castle I-layne, NC 28429
Dear Mr. Lewis,
Division of Water Quality
Charles Wakild, P. E.
Director
March 5, 2012
Dee Freeman
Secretary
Subject: NPDES General Permit NCG020000 Required
Bay Branch Mine
Onslow County
This correspondence is pursuant to the site visit conducted by Division Representative, Linda Willis, at
the Bay Branch Sand Mine located in Holly Ridge (Onslow County) on February 22, 2012. 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, the NC General permit (NCG020000) is required
for point source discharges of stormwater, mine dewatering wastewater and process wastewater to the
surface waters of North Carolina from active and inactive mining sites, in accordance with the terns and
conditions set forth therein. The stormwater discharges occurring from the mine property at the front of
the mine site adjacent to the entrance of the haul road requires an NPDES General Permit NCG020000.
Any pit dewatering activities that result in discharges to surface waters also requires the permit. Enclosed
is a copy of the notice of intent for your convenience.
A wetland delineation was performed for this site. All wetlands will need to be appropriately flagged at
the wetland boundary and a 50' undisturbed buffer clearly marked on site to ensure that any land
disturbing activities do not occur within the buffer. Some of the wetlands on site have yet to be marked.
The UT to King Creek that was recently restored requires a 100' buffer in order to allow adequate
protection from the mining activities. This restored stream has not yet re-established vegetation on the
banks and should have some type of erosion protection. Please contact Joanne Steenhuis at 910-796-7306
to determine what type of temporary vegetation or measures should be taken to stabilize the creek bank.
An operation and monitoring plan (O&M Plan) will be required and will need to be approved by this
office prior to any mine pit dewatering. This office will support the issuance of an NPDES permit
dependent upon an approvable O & M Plan. The following is information that will be needed for the O &
M. Plan:
1, A USGS quadrant map showing the location of the mine site with all roads and surface waters in
the vicinity. The approved mine site boundary should be overlaid upon the USGS quadrant map.
2. A map of the mine site with the location of all the delineated wetlands and the unnamed tributary
to King Creek clearly identified as well as the appropriate undisturbed buffers. The location of
all settling basins used to settle solids and all discharge locations. If level spreaders will be used,
1617 Mail service Center, Ralih, North Carolina 27699-1617
Location: 512 N. Salisbury 5l Raleigh, North Carolina 27604
Phone: 9i9-807-63001 FAX: 91"07-6492
Internet: www.ncwatercivality.org
One
NorthCarolina
naturally
An Equal Opportunity 4 Affirmative Action Employer

Mr. Lewis, Bay Branch Sand Mine
Date March 2, 2012
Page 2 of 2
please indicate their location on the map. Please identify the pit excavation areas, all erosion and
sediment control facilities approved by Division of Land Resource (DLR), haul roads, overburden
storage and product storage areas, and location of monitoring wells (if needed).
King Creek is classified "SA/HQW" water of the state and is designated as a primary nursery area
by the North Carolina Division of Marine Fisheries. The North Carolina Administrative Code
15A NCAC 213.0224 (1)(b)(ii) and (v) states that the total suspended solids (TSS) in the discharge
cannot exceed 10 mg/L and the volume of treated wastewater for all discharges combined shall
not exceed 50% of the total in stream flow under 7Q10 conditions. The 7Q10 flow was
determined by this office to be 226,000 gallons per day; therefore your discharge from pit
dewatering entering into King Creek cannot exceed 113,000 gallons per day. You should
indicate how you will ensure that the discharge to the creek will not exceed this daily flow rate
and provide information on how the discharge will be adequately treated to meet water quality
standards (provide calculations for settling basin design).
You may dewater to wetlands to take advantage of any storage they may provide to support the
dewatering activities. A level spreader would help spread the flow across a larger area to
minimize channelizing through the wetlands. Any wetlands that are not receiving water from
mine dewatering activities will need to be monitored using shallow groundwater monitoring wells
(no less than I O' deep). If monitoring wells are required, please contact the Aquifer Protection
Section in the Wilmington Regional Office (910-796-7215) for the regulations that pertain to well
construction for shallow wells.
Please forward your O & M plan to this office for review. Thank you for your time and consideration to
this matter. Should you have any questions, please contact Linda Willis at 910-796-7343. Should you
have difficulty completing the application form, please schedule an appointment with Linda and she will
provide assistance.
Si cerely,
im Gregson !!!
7 ington Regional Supervisor
Division of Water Quality
Surface Water Protection Section
CC: DWQ WiRO NCG020 Onslow w/o att
DWQ NPDES Stormwater Permitting (Jen Jones w/o att)
DLR WiRO Dan Sams
DLR CO Judy Wehner

Print this form to PDF
Return PDF of this form to DLR CO by email. cc DLR RO and DWQ 5PU
MINING PERMIT APPLICATION REVIEW FORM
for the
DIVISION OF WATER QUALITY
THIS SECTION TO BE FILLED OUT BY DLR:
Project Name: Bay Branch Sand Mine DLR Permit #: app.# 67-75 County: Onslow Address: Mark Walton
(consultant) email: [e-mail]
YES NO Date Commencing
Is this mine a new mine? f See below
Have land disturbing activities
started? Date? r r Site was previously disturbed by Bay
Branch, LLC (DWQ issued NOV, CPA for violations); mining permit for Bay Branch, LLC was denied 2/14/120
Mr. Lewis now owns the property and is requesting to permit the site
Latitude:34.4979 Longitude:-77.5289
Please return comments to (at DLR CO): Ashley Rodgers
Comments due by: March 12 2012
SECTION BELOW TO BE FILLED OUT BY DWQ:
Is the RO concerned that the operation, as proposed, would violate standards of water quality?�S
Comments:JJeecks kb c6rnernsi4� AdZCpva:�. 4-o (YNQajt
0o� 1 Q n"�gql — . M ux S+ In s.s �1n �o VC - ro, C�aak t�x431 w�
Wat�rshedTStream Name & Classification: 5H'. r ��� c
CY tt 3� OQO mom
V, I r1pj QX J<— , 9 A , 4Q VQ W
DWQ Com liance Status of Mine:
O f A /YY1 a •M A�N[f. (1d�'�-t M�H..� . L . ■
YES NO
NPDES.permit required?
NPDES permit existing?
!— (Permit # )
If an NPDES permit is not required, is DWQ
+ra'r tx� k4ty-�
still concerned about wetland degradation
&Waub��
by dewatering?
Should permittee contact DWQ RO
�4.4- VuL"*` wq4
immediately? (e.g. to schedule a site visit if
r RO Contact Name: I AIX .0" 11,
mine has already begun digging or is
Contact Reason:
dewatering without DWQ permit)
401 Wetland Cert. required?
w�eii ,�„� ion
401 Wetland Cert. existing?
r' Permit #
t
ND r Rer-w
Rev September 2010

Print this form to PDF
i
Retum PDF of this form to DLR CO by email. cc DLR RO and DWQ SPU
YES NO
Are wetlands disturbed at this site?
Vlp�4•
Does DWQ RO suspect or know of nearbyY
1r� bF_ � Sw
wetlands to the site?
Is a wetland delineation required prior to
,r j By: Lx—.JD or br-��onsuitantNQ-%-9
DWQ issuing the permit?
I!.._..�Onsite? Or Offsite?1)cfJG
Stream Determination Needed?
r
Stream Determination Completed?
�u�- wo. ce��
Does DWQ RO need a statement that no
wetlands/streams are disturbed
for this project from applicant?
Buffer Determination Needed?
Buffer Determination Completed?
r
r .�i d
Recycle system permit existing?*
Permit #
K.
New Recycle System permit required?*
F
5�
Enough information to determine?
Non -discharge permit existing?*
CPermit #
Will wastewaters discharge to HQW waters
K .
IV�7Q10
Unknown (permittee determine): r
with a 7Q10=0? **
Flow:2ZL'.0m6p
r - Has Violation N1v->*-w,s u3l_� YuLx
-ko
Does DWQ DLR to hold the
�O&M Requirements c� ��
r
•�
require permit
(e.g. DWQ it further
HQW17Q10 Concerns Y1Ppe
so can review or
r Other. Reason:
because DWQ requires more information}?
RO contact:
►-• wo&o La uuxs;
.��ak� .. ,
Hold Until:
Mine must wait to dewater until an O&M
plan is approved?
*The NPDES SW and WW permit NCG020000 covers closed -loop recycle systems, designed to exclude all stormwaterrun-off from
the system and operate at or below two -feet of freeboard. These systems maybe permitted by a Non -discharge Recycle System
Permit from the A uifer Protection Section LAPS), OR ma y instead be pennitted under NCG020000 to eliminate an additional Dermit.
Recycle systems that do not meet those criteria are considered discha in systems. and are subject to the NCG020000 discharge
permit.
**To obtain 7Q10 flows, permittees must contact the DWQ Stormwater Permitting Unit. If DWQ does not have a flow estimate fora
specific stream, permittees will be asked to obtain one. Permittees should contact J. Curtis Weaver at the USGS: 919-571-4043, for
more information on obtaining a 7Q10 flow. USGS will not determine a 7Q10 flow for tidally influenced water bodies,
v Reiewed by:
- -
DWQ RO Surface Water: A"egional Office: Date:? Z IZ ~k- Z '
-4 o'_
RO Aquifer Protection Section: Regional Office: Date: C) yy-,,, -k­o can
Y\!o D 114in
SPU DWQ Central Office Reviewer (if applicable): �1 � �. �`z �n �
Rev September 2010

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.
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� .

Print this form to PDF
Return PDF of this form to DLR CO by email. cc DLR RO and DWQ SPU
Does DWQ RO currently have enough
information to determine if a 401
certification is required?
Rev September 2010

Apr 11 12 09:37a Good Earth Assoc., Inc.
910 675-0230 p.2
Ashley L. Rodgers
Assistant State Mining Specialist, Land Quality Section
NC Department of Environment and Natural Resource
16I2 Mail Service Center
Raleigh, NC 27699-1612
April 9, 2012 '.
Re: Request for information, your letter dated March 15, 2012
Dear Ms. Rodgers:
letter.
' V4 _
f io�v
Please find following information on questions in your letter with a copy of your
1. Notifications were sent to names and addresses for property owners as listed in Onslow
County tax records, including a Robert Shishko, Palisades, California and Stump Sound
Primitive Baptist Church, at addresses listed. It appears Stump Sound Primitive Baptist
Church may no longer be active.
2. Erosion areas were seeded and mulched. The grass did not get established due to drought.
We discussed this with Linda Willis, Environmental Engineer, Division of Water Quality,
NCDNR, during a site visit on February 22, 2012, and agreed to put up more silt fence and
reseed and mulch for erosion and sediment control, in progress.
3. Silt fence is shown on the mine map, located just outside the buffer area.
-4. North arrow has been added to the mine map.
5. Silt fence is shown just outside the buffer area at the edge of wetlands to protect wetlands.
6. We do not plan to stockpile soil on site.
7. Areas by the old farm road have been grassed and have vegetation. The old farm road
areas will remain vegetated until the old farm road enters the excavation area, after which
the old farm road will be removed with the excavation.
8. There is only one excavation area for a pit, as shown on mining plan. There formerly was
a small excavated area for a pond, which has been tilled, graded and grassed.
9. After communication with Linda Willis, Water Quality, it was decided dewatering will be
required. We have applied for a permit with Ms. Willis. In accordance with her directions
the dewatering will be done as follows:
Water will be pumped from the excavation to the beginning of wetlands.

Rpr 11 12 09:37a Good Earth Assoc., Inc. 910 675-0230 p.3
-2-
The water will be pumped to perforated pipes along the beginning of the wetlands to
disperse the water into the wetlands without causing any erosion. The water will filter
through the wetlands.
Discharge will be limited to 113,000 gallons per day. The gallons pumped each day
will be calculated and recorded.
10. Discharge permit requires approved mining permit. Discharge permit in process. Will
complete obtaining discharge permit upon obtaining mining permit.
Sincerely
George C. Lewis
P. Q. Box 116
Castle Hayne, NC 29429

April 9, 2012
Ashley L. Rodgers
Assistant State Mining Specialist, Land Quality Section
NC Department of Environment and Natural Resource
1612 Mail Service Center
Raleigh, NC 27699-1612
Re: Request for information, your letter dated March 15, 2012
Dear Ms. Rodgers:
Please find following information on questions in your letter with a copy of your
letter.
1. Notifications were sent to names and addresses for property owners as listed in Onslow
County tax records, including a Robert Shishko, Palisades, California and Stump Sound
Primitive Baptist Church, at addresses listed. It appears Stump Sound Primitive Baptist
Church may no longer be active.
2. Erosion areas were seeded and mulched. The grass did not get established due to draught.
We discussed this with Linda Willis, Environmental Engineer, Division of Water Quality,
NCDNR, during a site visit on February 22, 2012, and agreed to put up more silt fence and
reseed and mulch for erosion and sediment control, in progress.
3. Silt fence is shown on the mine map, located just outside the buffer area.
4. North arrow has been added to the mine map.
5. Silt fence is shown just outside the buffer area at the edge of wetlands to protect wetlands.
6. We do not plan to stockpile soil on site.
7. Areas by the old farm road have been grassed and have vegetation. The old farm road
areas will remain vegetated until the old farm road enters the excavation area, after which
the old farm road will be removed with the excavation.
8. There is only one excavation area for a pit, as shown on mining plan. There formerly was
a small excavated area for a pond, which has been filled, graded and grassed.
9. After communication with Linda Willis, Water Quality, it was decided dewatering will be
required. We have applied for a permit with Ms. Willis. In accordance with her directions
the dewatering will be done as follows:
Water will be pumped from the excavation to the beginning of wetlands.

-2-
The water will be pumped to perforated pipes along the beginning of the wetlands to
disperse the water into the wetlands without causing any erosion. The water will'filter
through the wetlands.
Discharge will be limited to 113,000 gallons per day. The gallons pumped each day
will be calculated and recorded, -
10. Discharge permit requires approved mining permit. Discharge permit in process. Will
complete obtaining discharge permit upon obtaining .mining permit.
Sincerely
George C. Lewis
P. O. Box 116
Castle Hayne, NC 29429

Linda Willis
NCDFNR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28401
Re: Bay Branch Sand Mine, Onslow County
Dear Ms. Willis,
In accordance with the conditions of the State Mining Permit No. 6775, the following is
required information for our O&M plan for your approval.
1. Silt fence will be installed in the buffer next to the wetlands to protect the wetlands and
identify the undisturbed buffer.
2. Discharge pipe and headers will be adjacent (within Disturbed area) to the silt fence for
water to be dispersed into the wetlands.
3. There will not be monitoring wells. Water is to be discharged into wetlands on the
site. Wetland areas will be inspected on a daily basis to assure no erosion or and discreet
discharges into watercourse exit from property consisting of King Creek (a.k.a. Baptism
Branch) on boundary of property. No more than 113,000 gallons per day will go into
King Creek.
4. if any discreet discharge is observed, daily bucket test during pumping operations will
be performed and calculation of discharge will be entered into the pumping record. Daily
discharge will be recorded. Inspections will be done to insure there is no point discharge.
If so, it will be measured collectively and insure not more than 113,000 gallons.
5. There will be no discharge from settlement basin during rainfall 'or for 24 hours after.
Pumping will be limited to weather conditions. Pumping of water will not be on a daily
basis and limited to short periods only when necessary during limited times of mining.
6. A log book will be kept on a daily basis during any pumping.
7. The proposed mine site will be excavated in small areas not to exceed 1 (one) acre to
minimize impact on wetlands from any pumping.
8. Initial excavation will be for settlement basin in southeast corner of mining area lower
elevation of site (see attached Site Map).
9. Settlement basin will be constructed to contain 150,000 gallons of water,
approximately 50" x 100', or 5,000 SF, 4' deep to contain 150,000 gallons (see attached
Map and calculations). Water will be drawn from top of settlement by float strainer.

10. A grab sample will be taken from the discharge to the level spreader on a quarterly
basis and provided for testing in accordance with the general guidelines for submission to
NCDENR. Sampling will be done in accordance with NC General Permit 020000.
11. No vehicle maintenance will be performed on site. No storage tanks kept on site.
Refueling of any equipment will take place a t a minimum of 150' from wetlands. "There
will be a designated area for refueling with absorbent materials, such as sawdust or
ground bark to apply to any spills in refueling.
12. Ditch slope by entrance to property on North property line along powerline road will
be stabilized with erosion control matting and seed or sod to prevent erosion from runoff
from powerline road ditch.
13. A Stormwater Pollution Prevention Plan will be written within 1 year of receiving
the Certificate of Coverage.
Work on property for compliance with O&M Plan will be coordinated with Linda Willis
and Joanne Steinhuis, NCDENR, Wilmington office. In the event of any difficulty in
compliance, we will notify Ms. Willis, or Ms. Steinhuis.
Sincerely,
George C. Lewis
PO Box 116
Castle Hayne, NC 28429

9 {
Remission Request Summary and Recommendation
To: Coleen 1-I. Sullins
From: Rick Shiver Date: nEo Region: WiRO
Through: Katie Merritt — WBS Compliance & Permits Unit
Reviewed by: Date:
APS/SWPS Section Chief (initials)
Assessed Party: Bay Branch, LLC County: Onslow
Case No.: DV-2010-0100 Permit No.: NIA
Case Background and Assessment
0 31.10110,
DLR staff conducted site inspections of the subject site and de ermined that the site
3/25/10
was an unpermitted mine.
• 3/26/10
DLR issued a NOV for Mining without a Permit
• 3/26/10,
DWQ staff from WiRO conducted a site visit based on a complaint from DLR and
3131110
observed a mine where water From a dewatering operation was discharging to
untamed tributaries to King Creek (Class SC, Sw, H WQ, PNA waters).
Additionally, it was observed that unauthorized grubbing, grading, and till material
had occurred in jurisdictional wetlands. A stream had also been excavated and
rerouted around the mine site.
• 3/26/10
DWQ Central Office received an application for permit coverage under NCG020000
from Bay Branch, LLC for the mine.
0 4/22/10
DWQ issued a Notice of Violation and Intent to Enforce
• 4/27/10
DWQ returned the NCG020000 application for coverage due to existing stream and
wetland standard violations onsite that needed to be resolved prior to being issued a
NCG020000 permit
• 5/20/10
DWQ WiRO received a response to the NOV dated 4/22/10 which included a
wetland and stream restoration plan
• 6/22/10
USACE issued a cease and desist letter for wetland impacts of approximately 1 acre,
from the unauthorized discharge of till resulting from, but not limited to, the
discharge of excavated material from large ditches/canals and a borrow pit dug on the
property. USACE required a section 404 permit along with a wetland delineation and
restoration plan,
0 10/1110
USACE approved the wetland restoration plan and DWQ concurred with the
requirements with only a few additional modifications
• 2/1/11
Site restoration of streams and wetlands completed
• 2/3/11
Bay Branch, LLC was assessed a civil penalty of$22,175.01 ($21,000.00 civil
penalty plus $1,175.01 investigative costs):
• $4,000 for violation of operating a mine without first obtaining a NC6020000
Stormwater Permit
+ $8,000 for violation of wetland standards to approximately l acre of wetlands
$5,000 for violation of stream standards to approximately 200 linear feet of stream
rev 1.0.8.31,09

• $4,000 for failing to secure a 401 Water Quality Certification
• 21911 1
Green card indicated delivery of the assessment document
Remission Request (Summary)
• 3/7/1 1 Remission request signed by Danny Marco Padgett
• 31911 1 Remission request received
Danny Marco Padgett checked the following factors on the Justification for Remission Request form:
(a) One or more of the civil penalty assessment factors in N.C.G.S. 143 B-282. I (b) were
wrongfully applied to the detriment of the petitioner
(b) The violator promptly abated continuing environmental damage resulting from the violation
(d) "rhe violator had not been assessed civil penalties for any previous violations
(e) Payment of the civil penalty will prevent payment for the remaining necessary remedial
actions
Enforcement History
• No record of prior enforcement with DWQ
Mote
DWQ, DLR, and the USACE were all heavily involved with the impacts at this site. Each agency
worked together on restoration efforts. It is important to note, that the site would have remained
in violation had these agencies not discovered the violation and issued the appropriate violation
letters forcing compliance.
The site is currently compliant in that the stream and wetland restoration has been completed, and
a 401 WQC has been applied for and secured for some of the impacts. Bay Branch, LLC may
attempt to apply for a NCG020000 permit in the future.
It is important to consider the type of impacts to wetlands and streams as well as the duration of
the impacts prior to DWQ involvement. In addition, due to the magnitude of the type of impacts
to the wetlands, it may take some time for the hydrological conditions, necessary to support the
biological and physical characteristics naturally present in wetlands to fully recover. In addition,
due to the magnitude of the type of impacts to the streams, especially from the excavation and
rerouting impacts, it may take some time for the streams to be suitable for appropriate aquatic life
propagation and maintenance of biological integrity, wildlife and secondary recreation.
Remission Recommendation from Regional Office and Central Office
DWQ XXX Regional Office Recommendation (Check One)
Request Denied ❑
Full Remission ❑ Retain Enforcement Costs? Yes ® No ❑
Partial Remission ❑ $ (enter amount)
Comment:
a
rev 1.0-831.09

DWQ Central Office Recommendation (Check One)
Request Denied ❑
Full Remission ❑ Retain Enforcement Costs? Yes ® No ❑
Partial Remission ❑ $ (enter amount)
Comment:
rev 1,0-8..31.09

NOTES:
1. Proposed site is not located in a Flood Zone.
2. Private pit, to be permitted by NC DENR, Division of
Land Resources.
3. There are no wetlands within 50' of the area to be
mined.
4. A permanent elevation monument will be established on
site by a Professional Land Surveyor.
5. All stockpiles will be within mine boundary, locations will
changeas mine expands. Most of the stockpiles will be in
the active pit. Trucks will drive down into the pit for
loading or alternatively load from stockpiles. If staockpiles
are located outside the excavation boundry, they will be
surrounded by silt fence or placed in a location where
water from runoff from stockpiles flows back into the pit.
6. No Areas of Environmental Concern are located on the
property.
7. The project boundary/limit of disturbance line shall be
marked on the ground with posts eight feet long and
frotruding five feet above ground level with a diameter no
ss than 3.5 inches at all corners and turns. Additional
boundary markers shall be placed in the project boundary
line and spaced every 300 ft.
8. The project site will be graded so that all surface runoff
drains into mine pit.
9. Additional Discharge Locations may be added as
needed to Hydrate wetlands.
,
' C
f Lot 20 E,XIST;NG ENTRANCE
C ROAD /
Note: All wetland delineations were performed byy The
Clark Group and surveyed by Michael Lee Tackett. > ,'
OLD FARM ROAD
Note: This plan is based on a survey by Michaels / TO REMAIN
Lee Tackett, NC PLS, L-4556, dated 7th December � , /
2010.
Note: Topography is based on a survey by Mark
Padgett, PLS prior to completion of wetlands j
restoration. '
RLSJ OF
BAPTISM BRANCH LINE 7A9LE
LINE
LENC TN
IN
BEAR G
L
7
5. 3
1 '1
S OSS" GC
L2
46.38
580'05'10"E
L3
23.76
514'05'10"E
L4
27.04
557.22'401E
LS
33.38
J 't
N 2 53 0' E
L6
74.52
553.02"30"E
L7
99.42
S53.32'00•'E
Ld
35.52
S25'40'50'w
L9
23.35
52d•Ca•1p-E
L10
86.48
S03.17a0•w
RUN OF C/L or C LINE
--LINE
LENGTH
SWING
L32
14.g0
N36.55'45"E
L33
71.04
N36'55'45"E
L34
33.05
N89.4555"E
L35
27-13
N23-32'481E
L36
29.37
N69.56.13"E
L37
28.94
N!3020'33 FE
L39
35.93
482. 1910210E
L39
31.62
N22.24.57'E
L40
1 22.25
N46F4'S3"E
L41
3616
, ':30'o5"E
L42
1 45.24
1 N31'5T3Z'f
'W WE7LAkD LINE TA81-E
WET'LAC
LENGTH
BEARING
wuF
PROP. LINE
13.98
N53.22'24"E
W2
W2
23.82
N47.23'51"E
W3
W3
26.15
N51.56'25"E
W4
W4
2441
N59.2t'56-E
W5
WS
3a.D3
N75-03'16"E
we
we
36.09
N80.49'49"E
W7
W7
21.92
SA3.01't 2"E
W0
W8
33.99
S24-02'40"E
w9
W9
20.98
S42'44'37•'E
W10
wt0
1 22.11
1 S84.51'49"E
W1l
W11
26.16
574.20,5510E
wt2
W$2
32.36
S73.49'53"E
wt3
w13
35.a0
S72149'31"E
W14
W14
I 36.31
55p'ZO'45'E
*is
wt5
I 24.99
SIO'S0'49'E
W16
wt0
25,75
-011124"1
W17
w17
24.83
St8.44'41'-W
W78
wl6 1
16,47
SAS. 15150"C
PRGP. LINL
CONSTRUCTION ENTRANCE DETAIL
Not to Scale
o°a Oo.
i� 0 04000 1 0C M€N
0.0o:000d.Q `
oP.oO00000.00.
61' Vk aoPoOo°a-moo'.
O a0 P0"O000��OC
❑p q�b0 Q . O'q O..O Q O:� C p.
0000:o 0.0
q 0�
O o ().0"
xXpa4
P.saw..
12' MIN
4" Perforated Pipe
Hose From
Discharge Pipe
Flory _----- 10- �
Rip Rap
2'
Perforated Pipe Detail
nee IL '.I F I L F•GS T. IN.. INT'x f.Nl.UNI`
AR't CXf AVATI A f1 X L' INF IIf1t L"rlI I.
AI IA'-H VLPL C:IRI It, PC 1'. XND
171 E A', III, b'!7i ITW G1 II:L fl NCL. t"
ApIc II'L LINT 01 V=15. MILE, 1'G;I,
SNTO 7'HC t%f AYATTL,-
7:'ILNLH,
4 IN DIAMLII,N MAY HL V'.LU.
T (
_
15, 10
F.
.
5J[
T'A"" TG �11- NIPT
'.: XI 11:
1 IH.1
::I
. .rf
•
?;FxTF hL T1is !1(,37l,M (:F 111
saalf F` INtb IHf TkTN111.
1; 1 :..111 1
1.H �1 } I.'
-' I I.'.
L:1l:i
4 .: I
ri 41-777*
yt�
I,
Notes:
1: Total Area: 35,89 Ac. +/-
Uplands: 22.84 Ac. +/- (64%)
Wetlands: 13.05 Ac. +/- (36%)
2: Tax ID.: 734A-39 and 734A-40
WETLAND CROSSING:
SILT FENCE ON SIDES OF TH
SEEDED
'
AND MULCHED
'
150' UNDISTURBED J
i'
BUFFER
12 C.M.P SILT
r,
FE\UE
Id arm Road
OLD FARM ROAD .'
TO REMAIN
1201
25' UNEXCAVATED
A
=:. 4
���o
BUFFER LIMIT
1�203
100' CONSTRUCTION
��'1 1205
_ 9� O 1
ENTRANCE
�' y
=
RUN OF BAPTISM BRAN H
`r
12 N % SILT
Wtl L12 OSSING _�� Sao FENCE
SEE
o° o N 2 5 =1218
00V IV
121' C.M 2 ' - - 23El.
4 g
s��4 ��"� LS L4�1g
=7 97, 1 1 4 a -' 12 50
L 4 SALT FENCE -
�� a ` 1 A 12 9.2"L
F 3 2 7 a. 63 sip -
69'LFJ 3° 6 25 126C cs r 284: O0' �'
21�g67
A - -.
WETLAND AREA Oj 4� W9TLAND� L5�Lp
�
0.19± ACRES 127 °C1
21� 0 l - 0 o /
RUN OF BA TISM BRANCH
LIMIT OF EXCAVATIO
` A
--- -_ �P WETLANDS =
PROPOSED MINE
6.35 Ac2>
-
5n X1 O
- r0 L : = A a X E? 3 o - _ ` Or
B �
. WETLAND AREA PUMP
i Q / ;3� 33 12.68f ACRES- XX1=4- co
�' .h0� 1 :1 50' UNDISTURBED 27 4
BUFF R .�
6 4 Lai
x Q
Z3Q a ?CX2� -
_ _
100, CONSTRUCTION ,'' o
// �. -
NTRANCE / (EIR 1�����f• 74 pa �7 E 4 `q AQ � XX54='' ; ` Li 1
E / _ Q _
A
-- 72 21'd XX4
' MI Z23 0 1 _ - t
/ (TIE) d - A t_
En: 43
wMMO JNE TABLE
WE7FLAG
LENGTH
BEARING
WE7rLAG
PROP, LINE19
54
1 N4921' 1"E
J2
M 2
2 1.52
Y4 •17'
7 25'E
M 3
Y5
27-10
N2702'51,E
M4
W4
3584
N14.53'32"E
L4S
M5
35-46
N17. 1d•47'E
xl6
yg
25,
Nt 2.0748"w
MI
M7
1.12
1142.07.10"W
OP. LINE
"N^ WE LAND LINE TABLE
wFTFLAG
LENGTH
BEAT NG
WETFLAC
PROP- LINE
65-96
N17.31'01,e
f42
N2
11.08
N34'01'01-E
N3
N3
15.23
N29'3642FW
N4
44
37.27
N76•A2'28"E
NS
NS
18g6
N3A•11'00"E
N8
N6
7-43
N3S•Os 58"W
N7
N7
6.01
N25'2054E
Na
N6
30-70
N59- I T'9 t "E
N9
-a
N9
1664
N13.39'31 'L
fill
N10
1-112
NBfi'44'17"E
Nil
Nil
21 $9
N32.4313t"E
N12
N12
1532
N33'46'55'w
N13
N13
3.37
Nfi9.55'54"W
04
NJ4
41,22
N61.01'40"W
N35
W5
10,48
548. 16'17•W
736
N36
20.14
S45.44'32"E
637
N37
19.35
S36.51'45"W
N36
N39
22.21 1
S34.53'48'w
N39
N39
15.50
511.34'48W
NAO
NAO
27.93
571.19'45'3Y
NAT
N41
26.07
521.14'55 W
N42
N42
36.12
S7C•41'07"W
N43
N43
6057
$57.27.20"W
PROP. LINE
Z" WETLAND LINE TABLE
WC'FL.G I :-%lm
I BEARING
WETFLAG
PRO?- JNEi 1142
1 N23'25'41"E
Z2
Z7
25.55
N29. 10'371W
Z3
Z3
46,95
N33.59'44w
Z4
ZA
41.46
507'31'4VE
Z5
Z5
30,02
N66'55126'E
Ze
ze
23.75
N41.56'57'E
Z7
27
20.41
N16.15-38'W
ZB
Z6
37.57
1430•44'25'w
Z9
Z9
27,80
N54.55'02"E
DO
VC
35.52
1 570'36'56"E
Ztl
Zvi
11.$8
527.4FO9"E
Z12
Z12
34,43
521.32'1931W
Z13
213
3550
N6B•OS'56'E
Z14
Z14
33.10
S85.44'St•'E
Z15
Z15
2447
N09'S4 46" E
Z 16
Zt5
26.82
N00.44'57E
Z17
ZT7
40.8A
N35.59'02"E
Zt8
Z16
3OJ3
N39.07'53'E
Z19
Z'-4
53,39
Nt 1•t 1.27"E
22D
270
48, 66
576.11-17•W
Z21
Z71
62,09
576'49'53"w
Z22
Z22
51,17
N57.14.48"W
Z23
223
53.25
NO3.59'061E
Z24
Z74
43.8A
531.44'05'E
Z2S
725
22. 77
S22.4811"E
Z26
226
2430
N89.17'17E
Z27
727
24,63
1424.04'35E
7d12
Z2S
32,66
N25.34'12"W
Z
Z29
35.92
N20. 57.37 W
2
Zi0
4475
N53.55'OS"w
Z37
67.95
N18'S9'59"w
Z32
1i5.58
N48052'37"W
Z33
38.09
N20.55'5YIE
RG
"X" AN LINE TABLE
WETF
LENGTH
SEARING
WET
aY
X I
7 60
N56'S3 5 w
Y2
L316
23.44
1 NS8 830•W
3
1.317
26.61
1 N63'A457W
Y4
L316
30.8.4
NIY5
L319
23.84
N75.3412•'W
Y6
L320
3324
see-561321410
Y7
L321
2 173
a34.27'05"L
Y8
Lan
t9,55
B3 •4fi'52"
6 E
19
L323
34 00
N55'O2'it'W
Y10
L324
2803
N30'GY07,W
Yt1
L325
Sa22
N 12•1 3132"E
Y 12
L326
25.75
Nt2.10'58'w
Y13
027
38.43
1 N61.25'18"£
Y14
L520
25.75
1 N59'O3'3B'E
Y15
L329
36.79
S33.12'06"E
Y18
L330
41.12
S42'41'01"£
Y11
L331
33.75
505 4490 E
Y13
032
40,41
S55.3375'E
Y19
L333
49.90
N56'13'23"E
Y20
L334
90.29
N56'18'45"E
Y21
L335
t3,42
N34.35'37"E
Y22
1,336
54.34
569.30'21"E
Y23
L357 1
22.22 1
579'53'09"E
Y24
L335
15.41 J
S37.40'18"E
Y25
039
29.39
SWIM 30"E
Y26
L340
2466
S52.34'44"w
Y27
L341
42.36
531'59'36"E
Y25
L 547
29.58
S53.50'09"E
Y29
L343
5713
$75.33.52"E
Y30
L34A
47,93
570.39'47"E
131
L345
21,72
$56'1 9'41">:
Y32
L546
25,20
505130,2110E
Y33
1347
14.71
1 S31.3535"E
ROP. LINE
L34B
10.99
1 N53'4305'W
x14
L349
30.89
S82.2B'3B"W
N13
L350
29-62
NOA-07'04"W
X12
L351
23.35
N45.24'25W
Ytt
1,352
22.92
S55'09'2011W
X10
L$53
53.28
50274111D6E
X9
L354
18.58
551.04'22"N
XS
L355
44.15
S64.3746"w
X7
L356
2407
N61-•47'55"W
X6
L357
AAS
N65-39'30'w
X5
L35B
35.66
N69'40'06w
x4
L359
23.Sd
N2v04'3Yw
x3
L360
38.88
NBO.14' 1!'
X2
X2
34.35
587.34'30"w
XI-YI
S� Q .. z X 9 eg X X s ��
Z 90.; A� Z 17 ', ti qy1 5 a 1331
_ -_
r
- e� a >� n n nZi'25 = � L1 6\'�� RUN OF BAY BRANCH
�s SEDIMENT POND
r AzWETLANDS A _ QO
Y10° °Y19 L19
/ sj0-,130 ° -� - `L� PERFORATED PIPE
Y7 °`A X1-Y1 (32 "V TYPICAL DISCHARGE
-- a - A - (SEE DETAIL)
IJ AX 1
W8 1Y XI �2
O� A-- sg RUN OF BAY BRANCH
W14 X4f
t1
V.
f 1! 1 l
h 4 !
'.
a F O
v � % EAL
1 � 5Q UND .. URBED
5 1687
BUFFER � I �] �
0 7 5' 150' 300
1
Site
�� H ec stead
SO
S°'40d Rd
Holly Ridge
Category
Affected Acreage
Tailings
0
Sediment Ponds
0
Stock Pi/es
0.5
Wastepiles
0
Processing/Haul Area
1.05
Roads
Mine Excavation
6.35
Unexcavated Buffer
0.00
Undisturbed Buffer
5.08
Total Affected -Acreage
7.40
Total Permitted Acreage
12.48
Stock Pi/es Ile inside the Mine EXCOVafJ51l7 area, so Their acreage is
/7011 added fo the fate/ Affected 4creage.
Legend:
o Iron Pipe/Iron Stake
Mine Permit Boundary
150' Buffer Limit
Limit of Excavation / Silt Fence
Wetlands
Property Line
Construction Entrance
50' Undisturbed Buffer
0 150' Undisturbed Buffer
'•"W. ••t 300", A"• AND'X"UNE TABLE
WETFLAO
LENGTH
BEARING
WETFLF. -
PROP, LINE
5A.56
SIS'0942"E
1201 1246
44,51
N16'30'38'w
1247
1297
34.B2
SSa•43'57"E
1298
xx}2
3t45
587.58'Srw
033
1201
7193
520.4979"1
12D2 1247
28-12
N04.06'35"E
1248
1298
54.83
539.29'47•E
1299
Nx33
40,53
NOSY 1,02"w
xx34
12e 2
228 1
7•I '1
SS 8 3 W
1203 12a$
34.33
n46.0431"E
1149
1244
30.19
Sn7q'S4"E
1300
xx34
39,31
189.055410
x%35
1203
44,pp
570.39'S9'W
1205 12a9
47.13
Nap•29'12"E
12.
1300
30.1E
548'48'OS'w
1301
xX39
29.33
N85'53'25"W
rY36
1Y05
1487
N89.371DA"w
1206 1250
31.42
N84.1 S'l 7"E
1251
1301
35.7E
St9Yf•t8'w
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41.50
S00•tT39'-W
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1206
1476
73,89
23.t2
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855.59'57"E
S85'7B'S9"E
1207 1251
12M IM
1209 1253
58.10
32.02
28.39
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S48'26'321E
S54.11'15'
1252
1253
1254
t302
i303
1304
29.27
61.20
39.40
519.OSorw
305.09'01w
53v23'46'W
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i211 1255
1212 1276
12t3 1257
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1233 1283
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1235 1255
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xx23
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529'06'42'W
t238 1206
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1259
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1242 1292
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37.24
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xx32
JUN
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.11
NOTES:
1. Proposed site is not located in a Flood Zone.
2. Private pit, to be permitted by NC DENR, Division of
Land Resources.
3. There are no wetlands within 50' of the area to be
mined.
4. A permanent elevation monument will be established on
site by a Professional Land Surveyor.
5. All stockpiles will be within mine boundary, locations will
changeas mine expands. Most of the stockpiles will be in
the active pit. Trucks will drive down into the pit for
loading or alternatively load from stockpiles. If staockpiles
are located outside the excavation boundry, they will be
surrounded by silt fence or placed in a location where
water from runoff from stockpiles flows back into the pit.
6. No Areas of Environmental Concern are located on the
property.
7. The project boundary/limit of disturbance line shall be
marked on the ground with posts eight feet Iona and
fesrotinches
fivefeet above ground level with a diameter no
s than 3.5 at all corners and turns. Additional
boundary markers shall be laced in the project boundary
line and spaced every 300 Ft.
8. The project site will be graded so that all surface runoff
drains into mine pit
CONSTRUCTION ENTRANCE DETAIL
Not to Scale
I
� I
QD
�oo°Qc'Q 100' MIN
i o.aQ°aoo:0.a.
,' o°aoao°a'Oo-
6'' MIS QOQo.Q000a000
o a o :' o o'
V Perforated Pipe
Hose From
scharge Pipe
Flow ---�
Rip Rap
21
Perforated Pipe Detail
Notes:
1: Totak Area: 35.89 Ac. +/-
Uplar�ds: 22.84 Ac. +/- (64%)
Wetlands: 13.05 Ac. +/- (36%)
2: Tax ID.: 734A-39 alnd 734A--40
WETLAND CROSSING:
- _ SILT FENCE ON SIDES OF TH
CROSSING, SLOPES SEEDED
AND MULCHED
150' UNDISTURBED
BUFFER
/• �, ` 12'' C M P S{LT
FENCE
!d arm Road
00,
OLD FARM ROAD
h , ; 1201 -::: TO REMAIN
. 25' LINE O d ,V
BUFFER LIMIT ,' rL� . �� -°'1 203 - _: - _ _ __ - . ��o
1205 _
9
9. Additional Discharge Locations may be added as 100' CONSTRUCTIONI`�
needed to Hydrate wetlands. ENTRANCE a12 A-��0�� RUN OF BAPTiSM BRANCH SILT
D2 ossiNG.= 1�5,. FENCE
SEE L
N25=1218 A 2�28 0
/ a N26 - -2
12'' C.M 2 _ 23�-
Lot 20 ROIAD NG ENTRANCE .L4 I %
O
L3 18 A_-S /
Note: All wetland delineations were performed byy The / �� 1 4 1 zoo Q tisse
Clark Groupand surveyed b Michael Lee Tackett. L 4 - 6 - �% SILT FENCE
Y Y �'� N 3, 3 -127 4 s�
' . F a 6 25C ` 1260 ` _ P c
6 J f 4- 0
: - :128
OLD FARM ROAD 9p
Note: This plan is based on a survey by Michael �� / To REMAIN 9� = 124_ -4
Lee Tackett, NC PLS, L-4556, dated 7th December / : : ?
" - 45
2010.
. / WETLAND AREA O� WETLAND - a
c 3f
0.19± ACRES 9�J \� 127 _ _ �
\ /
Note: Too raph s based on a survey by Mark I' { R =-T RUN of BA TIsM BRANCH
Padgett, PLS p'� prior i
to completion of wetlands / (Ea LIMof EXCAVATIo
restoration. / / ., - - s
RUN OF BAPTISM BRANCH LINE TA L
LINE
LENGTH
OFAR NO
L 1
I .73
5
1"
SI0'SS O f
L2
4 6.35
590'D5 'IC"E
L3
7
23. 8
S 14.05.ID-E
L4
27.04
S51.22'40"E
L5
33.38
N72.53't0"
L6
74.52
S53.02'50'£
L7
99.42
453'32'C0'E
L8
3'3, 52
525'A6'90'W
L9
23.51
S26.04'ID"E
UO
0848
$03.1740-W
RUN LINETABLE
LINE
LENGTH
SFJ'AING
L32
1000
N36.55,45,E
L33
71,D4
N38.55'45"E
L34
33,05
N69.45'S5"E
L35
27.13
423.32,43,E
L36
26.37
159.56,13,E
L37
28.94
N13-2GJ3"E
L36
35.93
N62•t9'02"E
L39
33.62
N22'24'52E
L46
22.25
-WI"I "E
L41
38J6
N61.3905E
L42
41.71
N31.55'32"E
'-N' WERAND LINE 7A5LE
WE7F
LENGTH
BEARING
WETfLa
PROP. LINE
13,98
1NB3.22'24E
42
W2
23.82
Nu•23.51°E
w3
W3
28.75
N51.56'25"E
w4
W4
21Al
N59.2t'56'E
w5
w5
34,03
N75.03't 6"E
W0
W6
36.09
N60. 49'49"E
W7
w7
21,92
S43.0i'i21
we
WB
33,99
524'02'40"E
w9
W%
20-98
S45.44'37,E
W10
W10
22J1
S84.51'49"E
w11
W11
25.76
S74.20'35"C
W 2
W12
32.38
S73.49'S3"E
wt
W13
35,40
S72'49'31"E
W14
W14
36.31
S50.20'48"E
w15
W15
24.99
S1D•S0'49"E
W7B
N76
25-78
SO4'55'24'E
W17
*17
24.63
51B'{4'al'W
'N18
WTB
1e.47
Sg9•IS'S0"C
PROP. LINE
0:' O 0 0
p�oC)doo:
0 A
2-3" COARSE Apo
AGGREGATE t3Qa°
A
12' MIN
41
DR YL _, IFrL POE ,5 IN 1XT0 +:N:;UNF:
AITA:.H N111E I: NL1 Ir; 1'1:%I' Atli)
Ant) EXCAVP;t A VK b* IHi IITH tJVNi I4-
IXF N:1 iIIL t1JI IM
C4 71'L If Ki (f•'
Ay13MN II I. IN1. (N J'0:'IL. W'01'L;.I'
r''
INIO iNL FX(A'e AIFD `:7tocIl.
l/�� IX DI1'.�L 7tN NAY III V'.t U.
I
T �-- •_
I'h
MAX. i�,
_I
Nt 1wk IN
Id
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s �
._ L;K•`zi:" ;:fir' �'
1
` `�ytY._
S`FP STi
I 'I.I
ATTAC II fI: I F P 'P2.:t IF Ti; -I't �IJ':
r; i Kr 11 IrF -
-'.L• .,11
I FNf11NCr I'll 1.DT I"Y. ('.F ill
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„I IF.I
.. �
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A
PROPOSED MINE - WETLAt�#DS
6.35 Ac +/- 1 309
�\ / � �� ��� • d --_ _ 131 --X- 4X
' 33`.t... B PUMP flw
WETLAND AREA,,X14
© 12.68± ACRES ... co
:
�1 ',. 50 UNDISTURB=D -A
�` �� BUFF RX:4.
' 6 o
/ 4,M6 AZ30 XX2
00' CONSTRUCTI6N, _ _ L11
/ 10
(EIR �a1 ���1 47 E \� XX54=' �2 -
ENTRANCE _
a �\5
/-`72.21. ' M2 Z23 ' r` ,� 1 _ A XX4
(TIES - -At-1 _- 4.
i `o Z 9 A -
/ .' / � � z -49 �' XX3
P / - b L1 62543 � RUN OF BAY BRANCH
. L18 50' x 100'
�,5, AZOETLANDS .. _ = = SEDIMENT POND
44 Y10°\ nY19 _ _
119
0
.'. "'MAN` .. IABLC
WEIFLAG
UNG714
3EArMNG
WETFLAG
PROP. LINE
R
9.54
N•9 t s, 'E
2
N 2
4 2
24.52
�•2' T2S"E
u 3
N3
27.t0
•=T'02'S1"E
M4
M4
35.8A
N 53T2"E
L45
M7
$!,46
N".18'47"E
M6
N6
25.27
N2.0248"W
M7
3M7
1.12
ua2'O7'IO"w
ROP. LINE
"N• wE LAND UN ABLE
WETF;gG
LENGTH
BEARING
WETFIAG
PROP, LINE
65,96
N17. 31'01"E
N2
N2
t1,08
N3A•01'011E
N]
N3
15.23
N29'36'42"w
NA
N4
37,27
N76.42'28"E
N5
N5
18.0
N34011'00"E
NS
NB
7.43
4313'CFS6W
N7
N7
8.01
N25.2D'54"E
N8
N6
30.70
N59.1T51"E
49
N9
15.e4
N13.39'31-E
410
We
4392
N66'44'17"E
N11
Nit
21.89
N32.43O1"E
N12
N12
15.32
N33'A6'S5'W
N13
N13
3.37
N6S•55'54'W
N34
N34
41.22
N61.07'40"W
N35
N35
10.48
948.16117'W
N36
N38
20.14
S45.44'32"E
N37
N37
Ia_5$
$36-5145•
N38
NJ8
22.21
S34.5JAII-W
N39
N39
25.50
511.34'4B'W
N40
N40
27.93
57t•t9'45' -
N41
N41
20.07
521.14'76'W
N42
N42
38.12
570'4107"W
N43
N43
69.57
557.27'20"W
PROP. LINE
Z" NC7ULNp LINE TABLE
WETFLAG
LLNCTH
BEARING
WETFLAG
FRCP. LIVE
'542
N23.25AI'E
Z2
22
a55
N29.10.37"W
23
Z3
4Q TS
N33-59.49'W
Z4
Z4
•' 48
S67.31'4 V
25
Z5
3C p2
r4156'S5'26"E
Z6
76
2'.75
N41.56'57"E
Z7
Z7
2C./1
Ntfi•t 5'38W
28
Z8
1'.rl
N30'44;2F1V
Z9
Z9
''88
N54.5502"E
Zt0
Zia
3552
S7p'36'56"E
Z11
ZI 1
31 86
S207 48'D9"E
Z12
Z12
3a.43
S21.32'19°W
Z13
Z'3
35.50
488.OB'S8'E
Z14
714
3, 10
S85.44'51'E
215
Zt5
:4-57
r.•g9.5A'4WE
Z16
716
:i82
N00'44'S7"E
Z17
217
4C 84
N35.59'021E
Zia
Z18
30.13
' N139.07'53E
Zt9
Z19
5'39
N'1-14-27-E
Z20
z2D
-a ea
S78.11-17-W
Z21
Z21
52 D9
570•49'33"W
Z22
Z22
51.17
, N57.14'Aff W
Z23
Z23
53.25
NO3.59'06'E
Z24
Z24
1384
S31.44'08'E
Z25
225
22. 27
1 S12.48'31"E
Z20
Z28
2•.9D
N84•tr1T'E
221
Z27
.4,63
I N24.04'35"E
Z28
Z2E
32.65
NzY34'12"w
Z29
229
36 92
N20'57'32"W
Z30
23C
44.25
N53'55'0'S'W
Z31
Z31
67.96
N18'59'59"w
232
2J2
68-}8
N48'52'37"W
Z33
Z33
38.09
N20.55'53"E
CP. LINE
"x" AN AN ! L L [
WE7F
LENGTH
BEARING
WET
11=4'1
17. Bp
N56'53'15''N
Y2
L3 6
23.99
•1 ' 'W
t4S8 830
Y 3
L317
28-41
N63'a4-5r'w
Y4
L318
30.84
N43'34'48'W
Y5
L319
23.64
N75-34-12"W
Y6
L320
33.24
SEG'S6'32'W
Y7
L3 31
21.73
N34.27'05"E
Ya
L3 22
19.55
N38'48'52"E
Y9
L323
39.00
N55.02'I I'w
Y10
L324
25-03
N3p'OSx12"W
YIt
L325
34.22
N12'13.02"t
Y17
L326
23.75
N12'1O'Sa'W
Y13
L327
38,43
N61'25'18E
Y14
L325
26.75
159.03138,E
Y15
L329
36.79
S33.1206"E
Y16
L530
41.12
Sa2'41'Ct"E
Y17
L331
33,75
SOB•44'08"E
Yis
L332
40.31
$55'33'25"E
Y19
L333
49.90
456'13'23"E
Y20
1334
80.29
N58'18'45"E
Y2i
L335
18.42
N34.35'37"E
Y22
L338
54.3<
S89'30-21"E
Y23
L337
2T.22
579.53'09"e
Y24
L338
15.41
S37-40'18"E
Y25
ON
29 39
$09106,35,E
Y24
L340
24.80
S52'34'44"W
Y27
L341
42.30
531'59'56"E
r28
L342
29.55
S53'50'C9"E
Y29
L343
57,13
S75'3552"E
Y30
L34A
47,93
570'39'47"E
Y31
L345
27.72
S58.19'41"E
Y32
L346
25.20
S05'3D'2I"E
Y33
L347
14.71
531'35'35"E
ROP. LINE
L345
1C,99
N53'63'tl5'W
%14
L349
30.69
S82.26.38"w
X13
L350
29-43
NB4'07104"W
x12
L35t
23.35
N45.24'25'W
X11
L352
22-02
555.09.20"w
X10
L3 3
53-20
502.4110"E
x9
L354
18-58
S51.04.22"W
X8
L355
44.15
Sa4'37'18"W
x7
L356
24.07
NSI.47'55"W
x6
L357
42.20
N65'39'30"W
Y5
L33e
35.68
N66'40'O6'
xa
L359
23.38
N24'09'37"W
x3
L38D
3866
NNW 14.27-V
x2
x2
34-35
597.34'30'W
x1-rl
`00 a' c� �O PERFORATED P}PE
0�� Y7d--� X1 -Y1 = - `�J2 TYPICAL DISCHARGE
- / vY (SEE DETAIL)
\ X r�
O� 4._g'.: RUN OF BAY BRANCHlb
0 75' 150' 300`
Q 17�
2
L
it u
- W
-� o
t r
15D UNDISTURBED
BUFFER
6
1
t
Site
coo Ho e f
Me sad
SoUnd Rd
Holly Ridge
Category
Affected Acreage
Tailings
0
Sediment Ponds
0
stock Piles
0.5
Wastepiles
0
Processing/Haul Area
1.05
Roads
Mine Excavation
6.35
Unexcavated Buffer
0.00
Undisturbed Buffer
5.08
Total Affected Acreage
7.40
Total Permitted Acreage
12.48
Stock Pi/es /ie inside fhe /I�/1/7G' EXcovotior� area; so their acreage /s
/7o/ added to the talc/ Affected Acrecge.
Legend:
0 Iron Pipe/Iron Stake
Mine Permit Boundary
150' Buffer Limit
Limit of Excavation / Silt Fence
Wetlands
-- Property Line
e Construction Entrance
0 50' Undisturbed Buffer
0 150' Undisturbed Buffer
"1200" "1306•' 'a- AND "x'•LINE TABLE
W F
E7 L40
LENG TN
9EARP4G
wE7EL.aG
PROP. LINE
120t
54.56
27,93
S15'D9,42"E
520'4979'W
1201
1202Z4T
2.6
44,51
28.12
N76.30'38w
N04.06'SYE
12a7
1244
t297
1298
34.BI
e4.83
S54.43'570E
SS9'294TE
1298
1299
xX32
%Y33
31.45
40.5d
Sfi7.5554-V
NOS'At 62'w
XX33
W141207
22,84
S57.18 t3'W
1203
'2418
34.33
N46.09'3I-L
1249
1292
30.19
511.301
1300
x 34
39.31
N89.OS S4"w
U35
1203
1205
1206
1207
44,00
14,87
14.76
73.89
S70.39159 W
N89.37OA"W
S48'43'30'W
5}5'5957'1
565.1859,E
1205
1206
1207
T208
I-
'2a9
'%-0
')5'
7 '-S2
233
'='Si
47J3
31.42
68.10
32.02
26.39
N40.29'IZ'E
NeW 151 T'Z
N82.43 77,E
946.26'7
S54.11 T5"E
1250
1251
1251
1253
1254
iMa
1301
1302
1303
1 004
JD.16
35-75
29.27
131.20
39,40
S48.4e'O6'w
Si9.4118'W
S19'CB'03'W
SQB'DWDI'W
S34.23'46W
1301
13C2
1303
IA04
1305
xx35
xx36
XX37
xx 39
XX39
29.33
4t.5C
30.58
15.23
49.51
N85'53'25"W
SDO•t 7.39'w
$2e'53'49'W
%e'+540^w
S32'1325W
YX36
YY37
xx3B
xr39
%X40
1208
23.12
1200
33.12
576.1947,E
1210
69.74
S54.35'28'W
1235
1305
58,71
S58'42'40W
1306
K%40
84.06
33a•t]33'W
xxn
1210
1 33.54
N65 1 I'3'V E
1211
255
'Z56
257
29.17
42.17
20.59
545.39'20'W
S22'0551•W
5841445}"E
1250
1257
1258
1305
1307
130a
34,65
57.65
17.71
1 $71.43.03 W
1 567.55'20'w
S21.57 IVW
1307
7305
1309
XX41
042
xx43
33.57
aa,73
94,15
N70.34 25' W
N30.58'2I"w
NO2.13119"w
xx42
xx43
Kx44
7211
1212
1 37-45
66.07
1 - N07.21'S11E
575'I9'25E
1212
1213
1213
58.90
555'}2'a3•'E
1214
1:56
3C.87
N16'TB'S5"E
1259
1309
3i 723
N65.45.2a7
1310
044
A3.42
N07.59'46"E
YY<5
1214
29.71
115.44'51"E
7215
'1
68.99
N53.1214E
11110
11111
87.40
N62.3453'E
1Nt
XX45
48.52
NOj•3rnW
XX46
1215
55� S
S62'1I'27"E
1216
260
126•
36.98
N22.3845"E
1261
1311
26.10
N45.4651'E
1,312
xxA6
41.94
N54.18'i7^W
%xa7
12ig
17,48
522.22'26"E
12t7
57.11
N4t•430t'•E
1263
1312
42. C4
591.2603,E
1313
xXa7
Bt.75
577.4237^w
xx4a
1217
24.07
SC}•48A2'W
1 I - 5
'$3
1264
28.89
N47.1044"E
1264
1313
32.99
S37.20'26E
1314
nA6
d4.92
N35.1B A6"W
XX49
1 1 =N
49,53
533•a9'47W
N26
Aa.7a
21.44
S72'20'04'E
'4434"
534 E
1205
I 286
1314
1 t
3 5
55,05
37,59
518,2624,E
54 1.10't aw
t315
1318-xxt
YYA9
XX50
26.t5
34
S31.58'00'W
t t
550 5 D W
xx"
xx t -
5
N 6
2
1 3,98
7 1
N 255 6 W
N27
t:0
2
N26
90
15.85
s 2 42 w
527•1908E
N28
N29
1$''
1518
2055
31.p5
579.1 YS4 •w
N68•C9'g9'W
127
61
1268
1XY2
xY2
1730
1730
NOWtG'12 W
N69.1659E
x3
xx]
XX51
X%52
22.
Z2.45
15,88
NIS'38'14"W
540.35'12"W
xx82
xx5}
N29
9.13
552.31•07"w
N30
21.31
S26.14'35"w
1269
xx3
10.13
N65140L50'E
XXA
xx57
67.21
S27.04.42"E
%5A-1328
N30
N31
5.33
3},75
N59.59't 5"w
S55'zT1p'W
N31
N32
':N
13T3
24.42
23.04
N65'18'45'
57]•5T54"E
1270
1271
xx4
xx5
29.82
24.4t
Nla•4I'58"E
N3t•DO'33"E
xx5
xxfi
x 4-t3
'329
22.i2
30.55
S42.31.00"E
S02.32'O6'W
1329
1330
N32
1 -6
2 6
4 '4 '4I"
S O B E
N33
12';
'•73
1^•
31.24
11'48'49"
5 E
1 7
2 2
x X8
38.32
7.13V t"
(9B E
xx7
1330
92.63
-
-S9.OD'33'Y4
1 1 33
N33
N14
k15
1.45
21.02
18.54
554•04'33E
539.03'591N[
417.22'05'E
N1q
NIS
Nth
34.t2
a7.2D
93.91
538'S7V0"w
7• •a -w
53 59 6
S57.60'22"w
5273
1 74
2
1275
%%7
KN8
xx9
38-00
30.51 i
26.98
SA t•Z2'03"E
Na1.1p07E
H81.5353"E
Xx8
xX9
X%10
133t
1332
13 -A15
57.83
34.e9
48.4a
S84.590TW
N78.28'24'W
582.39'39'W
1]32
I3 =A15
Ala
N16
6.74
NeYaS'26,E
N17
'=t3
56.37
571.23'52'w
1276
XK10
37-09
537•p'00"E
xxtI
A14
66.40
N76-34'01"W
A7
4113
N17
19.6D
N85.37C4"E
Nis
T-'6
28-64
S60.22'13"w
1277
XX1t
45.00
S57.44'07-E
YX12
A13
25.32
Nt 1. 19'18"w
Nis
27.21
N37.3001'E
N19
f
25.83
556.00'23"E
1271
XX12
77.98
588•p2'47^£
xY 13
Al2
JO.47
N35'15'55"W
A11
N19
N20
48.97
59,41
N23.01'OT'E
Ha2'J000"E
N20
Z'6
':'9
63.A5
51.45
N13•n'30"E
503'22'54"E
1Z79
1280
xx13
XY14
44.03
39.74
552.43'S4"E
567.4006"E
xxt4
rX 15
An
A10
U,84
72,37
N31•DD'J4•'w
1,127.30v7-w
Asa
A9
32.66
1489.25,19,E
12J0
T=
74'
68.32
455.05'22"E 1
1281
Xx15
40.04
S44.11'08"E
XX16
Aq
S3.S9
'401,35.46"E
A8
1230
51.47
N58'38'30"E
1231
40.72
425.281D511E
t282
XY18
38.97
507.45'4 I'w
xx17
As
49.53
N45'1311811w
A7
1231
22.00 1
N89.161
1232
63.12
NA2.06:2T'E
1287
xx 17
42.73
r4a3.00't2`w
xx1B
A7
62.85
N1rt6'pr•W
As
1232
20.52
571.56m, E
t233
'�
':•
49.22
N37.2T54"E
12aa
XY18
19.23
N7a•21;OB11
9x19
A6
52.48
N32'25 1
AS
1235
-10.40
S51•t 3'32"E
1234
3C.Oa
N43.51'52'W
T205
n19
17.4o
382.0646'W
xY20
A5
81.59
N65.0548'w
A4
1234
34.D1
S23'DS'58"E
1235
1-�1-"
14,49
223.2133W
1286
XY20
65.20
N71•t6'Z7"w
XW21
A4
97.73 1
N85'52'28"W
A3
1235
1236
15. 10
45.26
S87. 32.02"E
S00.56']S"E
1730
1237
'=]6
'
37-21
18.44
NO2.28'24"E
583'41'02"E
1207
1286
xxZt
XX22
31.0}
34.50
S42.05'05'w
S70.44'24'W
Yx22
X123
A3
A2
51.01
35.2.
N45'40'51"w
S81.44.52"w
A2
PROP, 11NE
1237
20.44
529'08'42'W
1238
'='b
30-08
$13-19.23"£
1289
XY23
53.71
N63.41'14'w
xn,f
1234
20.75
567.10'24'3Y
1239
1m
181
N61.38'47"E
T290
XY24
57.38
N67•as'18'W
YX25
1239
1 37.34
S68.391171W
1240
1L43
25.$3
S65'43'30"E
1291
xx25
10-24
N63.18'55"W
XX26
1240
41.56
S57.09.51'lt
1241
1�•
33.10
S44.50'05"E
1292
YX25
30.35
S84.37-29'W
xx27
1241
38.63
1 $55.27`09'W
1242
192
84.15
557.42' 'S
1293
xx27
80.88
S41'07'36"£
Xk25
12,2
T68.84
507.77•19'W
1243
t73
16.79
S13. 19-19"w
1294
Yx28
1 53.29
541•35'1S'•£
xx29
1243
iJ.49
568.54'21"E
1244
1.94
14,17
543'24'43"E
1295
xx29
31.80
S80'56'57"E
XY30
1244
t0.5a 1
539'2T37"E
1245
1"
17,60
NZS'1d'10"E
1296
xx3C
73,71
585'1 a49'W
XX3!
1245
68.35
1 N15.09'79"E
1246
156
37.2a
557.5T12"E 1
1297 1
xx31
49.13 1
526.29'35'W
xx32
Z 7 -7'r L-r.n----
y
' 1 I , . + ... � ! � 1 , r 1. ' ' : I I - .-r r , et • .. f: ... e1. 1 , i. �!

1... .. __ .. .. .... . �- -- Y-�_r.__. 1_�. �: LF_-.. _ ... ._. 7_.. . , _ _ ,1- .i: !.; i. __._._a.. ..l...._ . ._ .__- ._i_1�"1 '-L .31•.a -:Lie 1,4.
NOTES: 1. Proposed site is not located in a Flood Zone.
2. Private pit, to be permitted by NC DENR, Division of
Land Resources.
3. There are no wetlands within 50' of the area to be
mined.
4. A permanent elevation monument will be established on
site by a Professional Land Surveyor.
5. All stockpiles will be within mine boundary, locations will
changeas mine expands. Most of the stockpiles will be in
the active pit. Trucks will drive down into the pit for
loading or alternatively load from stockpiles.
C 1 t
CONSTRUCTION ENTRANCE DETAIL
Not to Scale
' / .
V. No Areas of Environmental oncern are ocated on he
property.
7. The project bounds limit of disturbance line shall be /
marked the ground with posts eight feet long and
protruding five feet above ground level with a diameter no ur._ sTUBD
less than 3.5 inches at all corners and turns. Additional . ` BUFFER
boundary markers shall be placed in the project boundary
L,❑i'r':. - "1. I'p:: 7'. I'n" in:c 1F'-V;u'. ;, 17 P.(r,
'rl: II I':`:_I €'r f r.l. iIM
AN', fail rYA'11 A ii"x I." Ilti r+=:.Il L.E Il:11. !%IL N'::
II1_ L:'. :"N .'? 11'I -F €.[.', t„
' . LIWI 01 !0,, i:. Ci hL= . P
51!•'".Sir ',T I,cI
Gprie,
II, I, Vi i I N rJ.Y H: vA.D.
I E
A.
I Ii
I L.n LI"
=ter
f
i
i
J.
-�.
�
7y
line and spaced every 300 ft.
8. The project site will be graded so that all surface runoff , -I _
drains into mine pit. l�'° np� °'� o si�T ��G� ors SIDES of THE
r CPOSS'ING, SLC'PES SEEDED
9. No dewatering is to occur without prior modification of , Al2O1 AND kry LCHED
the mining permit and issuance of a NPDES permit for 25 UNEXCAVATEC:'
9UER I -
mine dewatering, � MIT 120
�r �3 �a
` 1100' CC`NSTRUCTIC1N 1205 �S
C� + + t�3 l h9 1 ' . ► S U n� ' tw d- 4 R ° R U N 0' BAT 1 )-I B R A N C w'
`21�
IN
12 �..M`-32 �0 2� ado
Lot 20 EXI,STINC ENTRANCE
Note: All wetland delineations were performed b The °�,1��. - ° 20
P Y - / �,, � , � � 1 2 4 � CA, L
Clark Group and surveyed by Michael Lee Tackett. ,' o, L34 r ?�1 Q 129' ,
<� I ° a 127
o
L.7 . II n r, 3 n �i F' r� .�
N6 ° 125EL HO ° ° � ✓�SI=_T EIJ -E
6 c 5 i 1284
C, / OLD r ARR1 ROAD / L � o �-
• TO REMAIN �9 � �� � `2 � � ° � � 129� ra
Note: This plan is based on a survey by Michael �' �- \ z
Lee Tackett, NC PLS, L-4556, dated 7th December
2010. o� ' �fVE =AND AREA G�c ` a. `yvTLAN D u
p 1 0,19 f ACRES71 1280
RUC) SAP;s.
sr,� I�F'A".Jc�
Note: Topography is based on a survey by Mark ,' ,' / )ERFORATED PPE ;J F rr^ R Q v
Padgett PLS prior to completion of wetlands TYP.CAL DiSCr�ARGE { IIR) aV OF EXCAVAT�oN�,,
restoration.
Notes-
U ),Ia ds: 2 .,�4 Ac. 4/G
47
RUN CF
BAPTISM B'9ANC.r LINE TABLE
LINE
ENGTH 6E441`1
L1
„
0 5'•G"E
L2
463E
SSJ C5 '.3 E
'.3
23-7n
a C5';D E
_4
27.04
551 22'4C"E
-5
33.38
N72 S3'1 "'C _
LB
74.52
3 02 50 'E
L7
9542
53 3<00'E
L3
3552
a.5•¢fi'SG'W
L3
23.55
52 E'041G'C
L'0
69.4P
Sm., 740"w
r
/ WET -ANDS
f� \ RC. fir'. �;tiout' s�
PROP" ,E D Pv�`�d
' d ,' _ _ L� �•`�� �` 0.35
X X 1 0
k /�,.
r
1 �=x \xx a ��,
GZ G.13
' �� • 33 'VVE T LQAN D AREA
1 2."ril.; ACRE
- -'�,` - ,.. X X 1 4 ram,
50' N-Fj ST':R6Ea Xx4�� 27 o °
jig a 3� �� o o c o
/ 1
IOU �OXSTRUC70N / ' (F�R� � ���� �� � 47 � � � � � XX54= 1 32'F
ENTRANCE `` .�
46
Z9e � s 1331
/ < A
1,ZWETLANDS
44 Y 1 1, c
45
V
/ 1
<' wFLANO LINE TABLE
-' ,IT, LAB
L ',C7F.
SEARING
WE'FIhG
'PROP, 'J NE
1954
N44 151'
M2
V22
24 52
Nat - 25 'c
r3
M3
2710
N27 251
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Site
Vicinity Map N.T.S,
Category
Affected Acreage
Tailings
0
Sediment Ponds
0
Stock Pi/es
0.5
Wastepiles
0
Processing/Haul Area
1.05
Roads
Mine Excavation
6.35 '
Unexcavated Buffer
0.00
Undisturbed Buffer
5.08
Total Affected Acreage
7.40
Total Permitted Acreage
12.48
10ch Pi/ s iie inside >:rea, sc acreage is
�oi au�cd tc fhe .lofai %?ffec�Ec Acreage,
Legend:
o
Iron Pipe/Iron Stake
Mine Permit Boundary
150' Buffer Limit
Silt Fence
--
Limit of Excavation
Wetlands
---
Property Line
pu�R
Construction Entrance
0
50' Undisturbed Buffer
0
150' Undisturbed Buffer
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