NCG020134_COMPLETE FILE - HISTORICAL_20130904

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V CCoU� U I c3�
DOC TYPE
C�HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ �UIc3O9 DH
YYYYMMDD

U.S ARMY CORPS OF ENGINEERS
WILMINGTON DISTRCCI
Action Id 2008-02559 County Duplin US G S Quad Chinquapin
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Prnperty Owner/Agent Riverside Sand Inc
Address 168 Norwood Blanchard Road
Wallace, NC 2�466
Property description
Size (acres) 163 Nearest Town Chinquapin
Nearest Waterway Northeast Cape Fear River River Basin Cie Fear
USGS HUC Cape Fear Coordinates 34 8663 N/ 77 8234 W
Location description The approximate 163 acre si e i located_in wetlands, adjacent to the Northeast Cane Fear
River, west of NCSR 1964 north of NC 50 near Chinquapin, in in Du lia County. North Carolina
Indicate Which of the Followm AAeply
A Preliminary Determination
Based on prelminary tnformation, there may be wetlands and stream channels on the above described property We
strongly suggest you have this property inspected to determine the extent of Department of the Army (DA) jurisdiction
To be considered final, aaurisdictional determination must be verified by the Corps This preliminary determination is not
an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331)
B Approved Determination
There are Navigable Waters of the United States within the above described property sublea to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification
X There are wetlands and strew cha i1i�}i glw2n the above described prol2t i-ty subject to the permit requirements of
Section 404 of the Clean Water Aet fCWA)Q3 USC § 1344)_ Unless there is a chappe in the law or our_vuhhshed
regulations, this determination may be relied upon for a period not t4 exceed rive years from the date of
notification
We strongly suggest you have the wetlands and stream channels on your property deltneated Due to the size of your
property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely
manner For a more timel) delineation, you may wish to obtain a consultant To be considered final, any delineation must
be verified by the Corps
The wetlands and stream channels on your property have been delineated and the delineation has been verified by the
Corps We strongly suggest you have this delineation surveyed Upon completion, this survey should be reviewed and'
verified by the Corps Once verified, this survey will provide an accurate depiction of all areas subject to CWA
,jurisdiction on your property which, provided there is no change. in the law or our published regulations, may be relied
upon for a period not to exceed five years
X The wetlands and stream chann_eh,have been delineated and surveyed and are accurately duicted on the plat
signed byThe Corps Regulatory_ Official identified below on September 4, 2008 Unless there is a change iq the law
Qr_our published regulations,,, this determination „may be relied upon for a period not to exceed five years from the
date of this notification
There are no waters of the U S , to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344) Unless there is a change in the law or our
published regulations this determination may be relied upon for a period not to exceed five years from the date of this
notification

Action Id 2008-02559
Placement of dredged or Gal material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USG § 13 l 1) If you have any gllestlnne regarding this
determination and/or the Corps regulatory program, please contact Liz Hair at 910-25t-4469
C Basis For Determination
The site contains wetlands as determined by the USACE 1987 Wetland Delineation klanual and is adjacent to stream channefs
located on the property that exhibit indicators of ordinary high water marks The stream channel on the property is an,unnamed
tributary_to Northeast CapeFearRiver which flows into the Cape Fear River and ultimately flows to the Atlantic Ocean.
D Remarks
E Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B above)
Attached to this verification is an approved jursdictional determination If you are not in agreement with that approved
jurisdictional determination, you can make an administrative appeal under 33 CFR 331 Enclosed you will find a Notifieatton
of Appeal Process (NAP) fact sheet and request for appeal (RFA) form if you request to appeal this determination you must
submit a completed RFA form to the following address
District Engineer, Wilmington Regulatory Program
Attn Liz Hair, Regulatory Specialist
P O Box 1890
Wilmington, NC 28402
In order for an RrA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 3315, and that it has been received by the Division Office within 60 days of the date of the NAP
Should you decide to submit an RFA form, it must be received at the above address by November 4, 2008
1
"It is not necessary to submit an RFA form to the Div ion Office if you do not object to the determination in this
correspondence "*
Corps Regulatory Official ^ Liz Hair
Issue Date Dunlin Expiration Date September 4, 2013
SURVEY PLATS, FIELD SKETCH, WETLAND DELMLATION 1.ORMS, PROJECT PLANS, ETC, MUST BE
ATTACHED TO 'I HT FILE COPY OF THIS f ORM, IF REQUIRED OR AVAILABLE
Pittman Soil Consultants, Attn Haywood Pittman 1073-1 Gregory Fork Road, Richlands, North Carolina

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This certifies that this copy of this plat accurately depicts
tK '4 the. boundary of the Jurisdiction of Section 404 of the
Clean Woter Act as determined by the undersignedton this
" r date Unless Ahere Is a Change In ,they law ,or our,
publlshed,regulations this determination of Section 404
furlsdlction'may,be, relied upon for a period not to exceed
five years from,tthis date This determination was made
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James ❑ Simons, PG, PE
Director and State Geologist
Beverly Eaves Perdue, Governor
Dee Freeman, Secretary
June 20, 2011
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7008 1300 0000 1125 3230
NOTICE OF VIOLATIONS OF MINING PERMIT
Mr S Wade Norris
Riverside Land, LLC
168 Norwood Blanchard Road
Wallace, North Carolina 28466
RE Mining Permit No 31-25
Riverside Land Pit #1
Duplin County
Cape Fear River Basin
Dear Mr Norris
permit
� JUG 2 ,6 z°1,
This s to inform you and your company of violations of the above referenced mining
On June 7, 2011, personnel of this office inspected your mine, copy of inspection report
attached, and determined that one or more of the conditions contained in your mining permit
are being violated The conditions being violated are as follows
1} Operating Condition No 2B During mining operations, water trucks or other
means that may be necessary shall be utilized to prevent dust from leaving the
permitted area
The haul road was very dusty during the inspection and no water truck was on
site A complaint was received regarding dust leaving the permitted area
2) Operating Condition No 4A Adequate mechanical barriers including but not
limited to diversions, earthern dikes, check dams, sediment retarding structures,
rip rap pits or ditches shall be provided in the initial stages of any land
disturbance and maintained to prevent sediment from discharging onto adjacent
surface areas or into any lake, wetland or natural watercourse in proximity to they
affected land
Geological Survey - Land Quality • Geodetic Survey
Division of Land Resources 1612 Mail Service Center, Raleigh North Carolina 27699 1612
512 North Salisbury Street Raleigh North Carolina 27604
Telephone [phone] FAX [phone] • Internet http Hwww dlr enr state no us/index h1rd
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Certified Mail
Mr Norris
Page Two
The haul road has been cut into the side of a hill There is an approximate 15-
foot cut bank that has been eroding The haul road has a ditch on the uphill side
that is not stable The ditch drains to a pipe under the haul road There is a
steep bank on the downhill side of the haul road that has no means of
stabilization The silt fence that was installed on site was not properly anchored
according to the detail shown on the map There are inadequate measures in
place to prevent off -site sedimentation
3) Operating Condition No 4C Mining activities shall occur as indicated on the
mine map received by the Land Quality Section on July 15, 2009 and the
supplemental information received by the Land Quality Section on October 17,
2008, October 23, 2008, December 17, 2008, February 5, 2009, February 10,
2009, June 8, 2009, July 7, 2009 and July 15, 2009
The approved mine map indicates that the haul road was existing and
approximately 12 feet wide The haul road is now approximately 45 feet wide as
measured with a measuring wheel and appears to have been recently graded
The haul road has been cut into a hill and the area designated on the approved
mine map as unexcavated buffer In addition, an additional area has been mined
outside the limits of disturbance shown on the mine map Widening of the road
and expansion of the mine excavation has not been approved by the Department
prior to land disturbance
4) Operating Condition No 6 The angle for graded slopes and fills shall be no
greater than the angle, which can be retained by vegetative cover or other
adequate erosion control measures, structure or device In any event, exposed
slopes or any excavated channels, the erosion of which may cause off -site
damage because of siltation, shall be planted or otherwise provided with
groundcover, devices or structures sufficient to restrain erosion
The slopes on the uphill side of the haul road are nearly vertical in some areas
and appeared to be steeper than 2 1 in other areas The downhill slopes of the
haul road also appeared to be 1 1 to vertical The slopes on the mined area
outside the limits of disturbance are vertical or concave All slopes noted above
are at an angle that cannot be retained by vegetative cover or other adequate
erosion control measures, structure or device
5) Operating Condition No ^9 Sufficient buffer (minimum 50 foot undisturbed
except for the placement of any necessary screening berms or tree planting)
shall be maintained between any excavation and any mining permit boundary to
protect adjacent property
i

Certified Mail
Mr Norris
Page Three
- _The area that -was - mih-ed- outside the -approved limits of disturbance is
approximately 35 feet from the adjacent property boundary
6) Operating Condition No 12 The operator shall notify the Department in writing
of the desire to delete, modify or otherwise change any part of the mining,
reclamation, or erosion/sediment control plan contained in the approved
application for a mining permit or any approved revision to it Approval to
implement such changes must be obtained from the Department prior to on-s(te
implementation of the revisions
The upgrading and widening of the haul road and the expansion of the mine
excavation have not been approved by the Department prior to on -site
implementation of such revisions
In order to bring this site into compliance, the following corrective actions must be taken
A A water truck or other means must be utilized to prevent dust from leaving the
permitted area
B Six (6) copies of a mining permit modification application and the associated
application processing fee must be submitted showing the existing condition and
location of the upgraded haul road The modification request must also address
the current and proposed limits of the mine excavation at this site Any revised
plans must include what measures are proposed to prevent the slopes and
ditches from eroding to prevent sediment from entering the adjacent wetlands
Calculations and construction details of all proposed measures must be
submitted that demonstrate that these measures will be adequate
C The affected area along the haul road needs restoration or the improvements of
the road must be reflected on a revised mining plan as part of the mining permit
modification application
D The 50-foot undisturbed buffer along the property adjacent to the unauthorized
expansion of the mine excavation must be restored and stabilized
E All slopes need to be graded to a slope angle that can be retained by vegetative
cover or other adequate erosion control measures, structure or device
F Properly install the silt fence on site by adequately anchoring it according to the
construction detail provided on the current approved mine map

Certified Mail
Mr Norris
Page Four
If the above_violations_are not corrected within -sixty (60) days following your receipt of
this Notice, appropriate enforcement action may be taken and a civil penalty may be assessed
against your company If a civil penalty is assessed, the amount may be up to five hundred
dollars ($500 00) for each day of violation, beginning with the date of your receipt of this Notice
of Violation (N C G S 74-64) Other enforcement actions may include seeking an injunction,
criminal penalty, revoking your permit or bond forfeiture procedures
The responsibility for understanding and complying with the conditions of your mining
permit rests with you The responsibility also rests with you for notifying this office of your
plans to correct the violations
Please do not hesitate to contact Mr Daniel Sams, Regional Engineer, at (910) 796-
7305 or Ms Janet Boyer, State Mining Specialist, at [phone] regarding any questions
you might have about this matter
Very truly yours,
James D Simons, PG, PE
J DS/Jw/kh
Attachment Mine Inspection Report dated June 7, 2011
Mining Permit Modification Checklist
Mining Permit Application Form
cc Ms Janet Boyer, PE
Mr Dan Sams, PE
Mr Bradley Bennett-DWQ

Michael I I dSIL� Governor
otrJF WA TE9QG
February 7 2005
Russell Pierce
Riverside Sand Co
168 Norwood Bi Rd
Wallace NC 28466
William G Ross Jr 5ecretar}
North Carolina Department of I nvironmenl and Natural Resources
Alan W KliriLk 1' E Director
Division of Wdtcr Qwhty
Subject NPDES Stormwater Permit Coverage Renewal
Riverside Sand Co - SR 1970
COC Number NCG020134
Dupiin County
Dear Permittee
In response to your renewal application for continued coverage under general permit NGG020000 the Divisior of Water
Quality (DWQ) is forwarding herewith the reissued stormwater general permit Please review the new permit to familiarize
yourself with the changes in the reissued permit The general permit authorizes discharges of stormwater and some types of
wastewater You must meet the provisions of the permit for the types of discharges present at your facility This permit is
reissued pursuant to the requirements of North Carolina General Statute 143-215 1 and the Memorandum of Agreement
between the stale of North Carolina and the U S Environmental Protection Agency dated December 6 1983
The following information is included with your permit package
• A new Certificate of Coverage
• A copy of General Stormwater Permit NCG020000
• A copy of a Technical Bulletin for the general permit
• Five copies of Discharge Monitoring Report (DMR) Forms - wastewater and stormwater
• Five copies of Qualitative Monitoring Report Form
Your coverage under this general permit is not transferable except after notice to DWQ The Division may require modification
or revocation and reissuance of the Certificate of Coverage This permit does not affect the legal requirements to obtain other
permits which may be required by DENR or relieve the permittee from responsibility for compliance with any other applicable
federal state or local law rule standard, ordinance order judgment or decree
If you have any questions regarding this permit package please contact Aisha Lau of the Central Office Stormwater Permitting
Unit at [phone] ext 578
Sincerely
for Alan W Klimek P E
cc Central Files
Stormwater & General Permits Unit Files
Wilmington Regional Office
Non` hCarol i na
Aahirrr!!y
North Carolina Division of Water Quaht) 1617 Mail Si rvice Center Raleigh NC 27699 1617 Phone [phone] Customer Servici.
Internet h2o enr state nc uslsulstormwater himl 512 N Sahshury St Ralubh NC 27604 1 AX (9l9) 733 9612 l 877 623 6748
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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO NCG020000
CERTIFICATE OF COVERAGE No NCG020134
STORMWATER AND PROCESS WASTEWATER 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
Riverside Sand Co
is hereby authorized to discharge stormwater and to operate treatment systems and discharges associated
with mine dewatering wastewater and process wastewater from a facility located at
Riverside Sand Co - SR 1970
NCSR 1970
Wallace
Duplin County
to receiving waters designated as the Northeast Cape Fear River a class C-Sw-HQW stream in the Cape
Fear River Basin in accordance with the effluent limitations monitoring requirements and other conditions
set forth in Parts I, II, III, IV, V, and VI of General Permit No NCG020000 as attached
This certificate of coverage shall become effective February 7 2005
This Certificate of Coverage shall remain in effect for the duration of the General Permit
Signed this day February 7, 2005
b -'Lell j
for Alan W Klimek P E Director
Division of Water Quality
By Authority of the Environmental Management Commission

XC D
Laboratoa Sech n
Wesufts I�ICCZ0`z-U13 4
County
❑UPLIN
Sample ID AB37478
River Basin
NECF
OF WAT�19
Qy
PO Number# 8W8448
Report To
WIROSP
�0
Date Received 11/07/2008
r
>_
Time Received 0800
Collector
S CONWAY
Labworks LogrnlD HPARKER
Region
W1R0
Date Reported 1211108
Sample Matrix
SURFACEWATER
Loc Type
EFFLUENT
Report Generated 12/01/2008
Emergency Yes/No
COC Yes/No
VisitlD
Loc Descr
RIVERVIEW MINiW
l
/c�
((i
Location ID
RM1
Collect Date 11/05/2008 1 Collect Time 1200
Sample Depth
Sample Qualifiers and Comments
R2ECEIVEI:)
BY
Routine Qualifiers
DEC 0 4 2008
For a more detailed description of these qualifier codes refer to www dwglab org under Staff Access
A -Value reported is the average of two or more determinations N3 Estimated concentration is < PQL and >MDL
B1-Countable membranes with <20 colonies Estimated
NE -No established PQL
B2 Counts from all filters were zero
P-Elevated PQL due to matrix interference and/or sample dilution
63- Countable membranes with more than 60 or 80 colonies Estimated Q1 Holding time exceeded prior to receipt at lab
64-Filters have counts of both >60 or 60 and < 20 Estimated Q2 Holding time exceeded following receipt by lab
55 Too many colonies were present too numerous to count (TNTC)
J2- Reported value failed to meet QC criteria for either precision or accuracy Estimated PQL- Practical QuantrtaGon Limit subject to change due to instrument sensitivity
U Samples analyzed for this compound but not detected
J3-The sample matrix interfered with the ability to make any accurate determination Estimated X1 Sample not analyzed for this compound
J6 The lab analysis was from an unpreserved or improperly chemically preserved sample Estimated
N1-The component has been tentatively identified based on mass spectral library search and has an estimated value
I OR
Laboratory Section>> 1623 Mail Service Center, Raleigh, NC 27699-1623 [phone] Page 1 of 2

Sample ID AB37478
IC DWQ Laboratory Section Resufts
Location ID RM1 Collect Date 11105/2008
Loc Descr RIVERVIEW MINE Collect Time 1200
Visit ID
AS # Analyte Name PQL Result Qualifier UnitsAnalyst/Date Approved By /Date
LAB
Sample temperature at receipt by lab 24 "C DSAUNDERS HPARKER
Method Reference 11n108 11f1108
WARO
Residue —Total in liquid 12 360 mglL LBUCK ESTAFFORD
Method Reference APHA2540B 20th 11/10/08 11/21/08
WET
Residue_Suspended in liquid 62 62 U mg/L AWILLIAMS CGREEN
Method Reference APHA25400 20th 11/10/08 11114/08
Laboratory Section>> 1623 Mail Service Center, Raleigh, NC 27699-1623 [phone] Page 2 of 2

COUNTY
� I (Y`
RIYFRBtS[N
F
REPORTTO
LA-TTX2Q Regional0f6
Other
COLLECTOR(S)
r
JO�W1�
J
Estimated BOO Range
Seed
Chlormated
Station 911-watwn Code
Date Bean (1-11
BOD 310 mg/L
COD High 340 mg/L
COO Low 335 -An-
Colifnrm MFFecal31616 /loom)
Cahform MFTou1315o4 it0pml
Conform tube Feul 31615 110ontl
Cnliforaa Fecal Strep 31673 JIOOmI
Residue Total 500 mg/L
Volatile 505 mg1L
Fixed 510 mg/L
Residue Su dtd 530 mg/L
Volataie 535 mg/L
Fixed 540 mg/L
pH 403 units
Andity to VH 4 5 436 m
Actdtty to pH 8 3 435 mg/L
Aikalmiry to pH 8 3 411 mgJL
Alkalinity to PEI 4 5 410 mg/L
TOC 680 mg/L
Turbidity 76 NTU
Conform T.t.1 Tube 1100 mis
COMMENTS
DIVISION OF WATER QUAI ITY
Chemastry
1.2boratur5 Report 1 Water Qoabty
AMPLE TYP
PRlOR17Y
AMBIENT
OA
STREAM
EFFLUENT
COMPLIANCE
❑ CHAIN OF CUSTODY
LAKE
❑ INN DENT
EMPRGFtiCY
V151T[D
F-1 ESTUARY
El
Stxt1�`g6ry1*')M`Ae
1
aoa oc:tton
(
Remafka
Date End (yvlmm/dd)
Time Begin
Time Fnd
Depth DM DB DBNI
Value TpW A H 1
Chlnnde 940 rng/L
Chlmo b Il a EPA "S 0 meda6ed option uwl
Color True 30 c u
Color (fl ) 83 pHe c u
Color pH 7 6 82 c u
Cyanide 720 mWL
Fluonde 951 m
FormAdehyde 7188D mg/L
Grease and Oils 556 mWL
Hardness Total 900 m
Specific Cond 95 umhos/cm
MBAS 38260 mg/L
Phenols 32730 uglL
Sulfate 945 m
Sul fide 745 mg/I
Boron
Tannin & LLgnrn ugJL
He"valent Chromium ug/L
Bicarbonate mgJL
Cvbonale mg/L
Total Dissolved Sohds mg/L
N113 is N 610 mgrl.
TKN an N 625 mgJL
NO2 pluS NO3 as N 630 mWL
P Total as P 665 mgJL
1`04 as P 70507 mgrL
P Dissolved as P 666 mg/L
K Poluswm mg/L
Cd Cadmium 1027 u /L
Cr Chromium Total 1034 ug/L
Cu C*En 1042 u
ni Nickel L667 OCA
Pb Lead I as I ug/L
Za Zmc 1092 ug/L
V Vanadium ug/L
Ag Silver 1077 ug/L
At Atumaaum 1105 ugiL
Be B Ilium 1012 ugA-
Ca Calcium 916 mgrL
Co- Cobalt 1037 ug/L
Fe Iron 1045 ug/L
?,to Molyhdcnam wWL
Sb Anhmon u /1
,Sri Ten u
TI Thallium ug/L
Tr Titanium UQA
Hg 1631 ng/L
Lab Number ► ► �f"`
Dar& Recencd �1O j7(/ 4Q
Terre Received /% <000
RcccwedBy �- AI,/
Data Released
Date Reponed
Comltowe-T S 4 Sample Type

I
occ")2.o13 �
NC DIVISION OF WATER QUALITY
LABORATORY Section
1623 Mai{ Service Center
Raleigh, NC 27699-1623
Phone [phone]
Fax [phone]
Internet http//wwwdwglaborq
Re ort Date 12/01/08
Samole Information
Sample ID AB37478
Location ID
RM 1
Location Description
RIVERVIEW MINE
Collector
J CONWAY
Date Received/ Logged In i
11/07/08
Collection Date }
11/05/08
Collection Time 1
1200
Agency
WIROSP
County
DUPLIN
Region
WIRO
Old Lab # j
8W8448
Matrix
SURFACEWATER
Analytical Results
Analyte
Result
qualifier
Analysis
reference
Analysis
unit
Analysis
start date
Analysis
start time
Analysis
MDL
Residue S
uspended
in liquid
62
U
APHA2540
D-20th
mg/L
11/10/08
1333
62
Residue_T
otal in
liquid
360
APHA2540
B-20th
"mg/L
m
11/10/08
0907
12
Sample
temperatur
e at receipt
by lab
24
°C
11/07/08
0936
Sample Comments

A
Michael F Easley Governor
William G Ross Jr Secretary
North Carolina Department of Environment and Natural Resources
November 20, 2008
Mr Wade Norris
168 Norwood Blanchard Rd
Wallace, NC 28466
Subject Riverside Sand Co
Compliance Assistance
Permit NCG020134
Duplin County
Mr Norris
Coteen H Sullins Director
Division of Water quality
On November 18, 2008, Linda Willis and Jean Conway from the Division of Water Quality
Wilmington Regional Office conducted an inspection of the Riverside Sand Co facility In Duplin County This
inspection was conducted to determine if the facility is operating in compliance with the conditions specified
in NPDES General Permit Number NCG020134 and to give guidance regarding monitoring discharge outfalls
in order to bring the facility into compliance with the permit requirements
During the inspection of the site it was found that there Is only one outfall currently discharging from
the site property and no monitoring has been done to date As a condition of Part III of the NCG020134
permit you are required to perform analytical and qualitative monitoring for stormwater and wastewater
discharges from this facility All qualitative and analytical monitoring shall be performed at outfall 001
Analytical monitoring shall be performed quarterly (Table 6) for
• PH
• Settleable Solids
• Total Suspended Solis
• Turbidity
• Total Flow
And annually (Table 3) for
• Oil and Grease
A list of North Carolina certified labs and certification information could be found online at
http /1h2o enr state nc usllablcert htm
I have enclosed information regarding coverage and requirements of the permit along with a copy of
the discharge monitoring report (DMR) for recording results
If you have any questions or concerns, please do not hesitate to contact Linda Willis or me at 910-
796-7215
Sincerely
Jean Conway
Surface Water Prote ion
Wilmington Regional Office
Enclosures Inspection Report
Technical Bulletin
General Permit Text
cc DWQI Raleigh Central files
[NPDES General Permit Inspection Files (Duplin County NCG020134)
127 Cardinal Drive Extension Wilmington North Carolina 28405 3845 One
Phone [phone] Fax [phone] Internet h2o enr state nc us NorthCarohna
An Equal OppodunitylAffirmative Action Employer - 50% Recycledl10% Post Consumer Paper Naturally

s'
Compliance Inspection Report
Permit NCG020134 Effective 01/19/05 Expiration 12/31/09 Owner Riverside Sand Co
SOC Effective Expiration Facility Riverside Sand Co SR 1970
County Dupiin NCSR 1970
Region Wilmington
Wallace NC 28466
Contact Person Russell Pierce Title Phone [phone]
Directions to Facility
System Classifications
Primary ORC
Secondary ORC(s)
On Site Representative(s)
Related Permits
Certification Phone
Inspection Date 11/18/2008 Entry Time 10 30 AM Exit Time 01 30 PM
Primary Inspector Linda W:IIiPhone 910 796 7396
Secondary Inspector(s)
i
Jean Conway �^- f!ZF hMJ-Lt1f Phone
Reason for Inspection Follow upli)L-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

,1
Permit NCG020134 Owner Facility Riverside Sand Co
Inspection Date 11/18/2008 Inspection Type Compliance Evaluation Reason for Visit Follow up
Inspection Summary
The purpose of this follow up visit was to review permit conditions with owner and give monitoring guidance in order bring
the facility into compliance with the permit monitoring requirements
Facility operates with good housekeeping and management practices Discussed marking wetland buffer areas clearly In
order to avoid further disturbance and diverting some flow to wetland areas
Page 2

r
Permit NCG020134 Owner Facility Riverside Sand Co
Inspection Date 11/18/2008 inspection Type Compliance Evaluation
Reason for Visit Follow up
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 Descriptmn of Practices ?
❑
❑
■ ❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
❑
❑
■ ❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
Cl
❑
■ ❑
# Has the facility evaluated feasible alternatives to current practices?
❑
❑
■ ❑
# Does the facility provide all necessary secondary containment?
❑
❑
■ ❑
# Does the Plan include a BMP summary?
❑
0
■ ❑
# 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?
❑
❑
■ ❑
Has the Stormwater Pollution Prevention Plan been implemented?
❑
■
❑ ❑
Comment No written plan at this time
Qualitative Monitering
Yes
No
NA NE
Has the facility conducted its Qualitative Monitoring semi annually?
❑
■
❑ ❑
Comment No monitoring records
Analytical Monitoring
Yes
No
NA NE
Has the facility conducted its Analytical monitoring?
❑
■
❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas?
❑
■
❑ ❑
Comment No monitoring records
Permit and Outfalls
Yes
No
NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site?
■
❑
❑ ❑
# Were all outfalls observed during the inspection?
■
❑
❑ ❑
# If the facility has representative outfall status is it properly documented by the Division?
❑
Cl
■ ❑
# Has the fac+hty evaluated all illicit (non stormwater) discharges?
❑
❑
■ ❑
Comment
Page 3

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51;T�LI; MINT 641 u e�ALzU LATiA45 Fos AREA * I
DIVERSION/E,= ri
IAL
r1UPt ZDAL C1O5S-S"ZOrf
��-
rt
r width
PARADOWC CROSS-SECTION
Construction Specifications
1. All trees, brush. stumps. obstruction+, and other ob}ectionable material shrtl he
ramoved and disposed of so as not to interfere with the proper functioning of the
diversion.
2. The diversion •hall be excavated or sis,ped to lAnr. :tea._, mid trose section as required
to ■eat the criteria specified herein. and be free of irregularities which will
fnpeds normal. flow.
J. fills shall! be compacted as needed to Prevent unequal settlement that would :must
damage In I:he completed diversion.
1. All earth ,-s vsd and not needad in construction •hall be spread or disposed of so that
It will pot interfere with the functioning of the diversion.
S. Stabilisation shall be done according to the appropriate Standard and Specifications for
Vegetative Practices.
A. For design velocities of lose than 1.3 ft. per sec.. ssedfng and mulching may be
used for the estsblisheant of the vegetation. it is recommended that, when conditions
pewit. temporary diversions or other swans be used to prevent water from entering
the diversion during the establishwint of tba vegetation.
A. For design velocities of more than 3.5 ft. per see.. the diversion shall re stnbtltard
with and, with seeding protected by jute or ontalsior sitting or vith reeding and
wulchi" including tasporary diversion of voter until the vegstation Is estAbllrhed.
NOTE: May be used to divert water away from the site, prevent excess runoff
from concentrating over large areas of the site, prevent surface
water runoff over steep slopes, or divert stormwater to sediment basins
or slope drains.
51'TTLI: M1=Nf �P51 u a�zu LATIoti5 roR AREA
I. r`fAL Ag" of nl�?*OANcE-, - Z°i AuF�Es
P JEAnWW� b'? rVLL0YV*
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Q= 6-IA
G= 0.35,
I - TO FoR 25- `(OAK %015H WITN 5 M100fC IMP, &T Lett NT�ATiotJ
A = 2 9 pGF�S
7+.0� KING.
R>E�LIIeAFT, PAR A6 t
ISOO Y 29 GLI. FT•
3i T MAX PTl l er 5ev��lr NT 5,�) 1 400 5G� • I' T.
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4 nP�rVW 10 e, U uC-t-fN OF M LL wAy F tR
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7t •v5 1� 3
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C F,avL L r, l i' �W' F 1 L j� �, %��I I`W1 I IT T <� l l� PL 141 L
SPREAD 4" T>YSOII. WER AREAS TO BE SEEDED AND ESEABLISH i1NIMH
aW E PRIOR TO SEEDING. APPLY LIPS AND FERTILIZER AND WORK INIXD
SEED BED DISTRIBUIE SEED UN1PURfiflY AND (Mr,R LIGHTLY.
APPLY CLEAN STRAW P 4.01 OVER SE©)ED AREA AND ANC.IIUR SF.aM.Y
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TXX MEN
SLOPES E}{ ZM 4 %.
MATERIAL,
LIPS
20% SUPERPIMPMIE
F ILIZER( IO-10--10)
APRIL-JUL.Y
EEIM , KY-31
. BE�i1DA(Ill1I.IED)
. I .
.IANUARY-+ :H
FESCLE, KY-31
SER iH]A(lrlIrL. M)
RYE(GRAIN)
S�IEMI�Ii rx�•mi�t
r FESUJE, KY- 31
MUI)Ql
APPLICATION RAZE
2 TONS/ACM
h(x) PUINDS/Af'RE
loon aXJNUS/M.RE
50 POUND/ALFE
10 FUJNDS/ALRE
50 PUUNDS/AL•RE
20 POUNDS/ALRE
25 FUJNDS/ALBS
50 PQR)S/ACRE
2 TCNS/ACRE
ASPHALT IKX 300 GALLONS/ACRE
N(AT: OWNER MAY VARY SEEDING To (XNF'cM To
LANDSCAPLNG REQUIRE11RITS.
NO.BT STONE
•G -O".0
b.0' 00
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ROCK CHECK DAM
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z ooc
3 � MAK, DEPTH OF �*PI"ENT e'Townr)
288o ya. FT• -150 FT• &e.N6TO aF BA_-510 )
go FT, WIPP,
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EROSIUN CMROL PLAN
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W INSTALL SILT FEN(E Sl DI1FNT TRAP AT FX11
DRAIN TO INITIAL SITE CRAD1NG, t1h1NrAIN IN
(DOD CONDITI(N UNTIL NEXJ SURFACE IS ESTABLISH®.
2, SRIP TDPSOIL FR(M ALL CUT OR FILL AREAS MID
SZOCICI'ILE.
3. CR AIL DISTURBED AREAS, cfNs'IRI1Cr TU FINAL atADE,
SMEAD TOPSUIL, FERTILIZE, SEED AND MULt✓H IN
A[)aV@AWE wi,111 SE DING SCIIIHAE AT EARLIEST
"SIBIE DATE AND WITHIN 30 DAYS OF C114FRU THE
GWING FORK
4•, MEN GUM (X)VER IS ESFABLISI99), RauvE si3mpwr TRAPS,
QEX DAt•1S AIM SILT FER E, AND FF,RTILIZE, SEED AND HRL-H
IN ACCURUME WITH SEEDING M FA UIE.
SEEDBED PREPARATION {COTES:
1. Surface water control measures to be installed
according to plan.
2. Area to be seeded shall be ripped and spread
with available topsoil 3" deep. Total seedbed
preparation depth shall be A"-6" deep.
3. Loose rocks, roots and other obstructions shall
be removed from the surface so that they wiII not
interfere with the establishment and maintenance
of vegetation. Surface for final seedbed prep-
aration, at finish grades shown, shall be reason-
ably smooth and uniform.
4. If -no soil test is taken, fertilizer and lime to
b4ccording to seeding specifications above. In
addtion, provide 15 lbs/1000 s.f. of super phosphate.
5. Ifsoil test is taken, provide time and fertilizer
according to soil test report.
6. Lim and fertilizer shall be applied uniformly and
mix-d with the soil during seedbed preparation.
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ENTIRE DISTURBED SOUTHWEST SIDE �-5�---
OF HAUL ROAD TO BE
HYDROSEEDED AND VEGETATION TO \,
BE ESTABLISHED WITHIN 15 DAYS
AFTER SEEDING
ENTIRE DISTURBED SOUTHWEST SIDE
OF HAUL ROAD TO BE
HYDROSEEDED AND VEGETATION TO
BE ESTABLISHED WITHIN 15 DAYS
AFTER SEEDING
Eftel"m
EIP COMPUTED POINT
EPK EXISTING PK NAIL
R.R.SPIKE = RAILROAD SPIKE
N/F NOW OR FORMERLY
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= 50' Undisturbed Buffer (Typical)
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I, WAYNE_PIER_CECERTIFY THAT I AM THE OWNER OF RIVERSIDE LAND, LLC. I HAVE
REVIEWED THIS PLAN AND AGREE FOR BUFFERS TO BE PLACED ANC MAINTAINED UNTIL
SUCH TIME THAT THIS MINE IS RECLAMATED AND IN FULL COMPLIANCE WITH THE APPROVED
RECLAMATION PLAN.
ENTIRE DISTURBED SOUTHWEST SIDE
OF HAUL ROAD TO BE
HYDROSEEDED AND VEGETATION TO
BE ESTABLISHED WITHIN 15 DAYS
AFTER SEEDING
t
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I, JOHN L. PIERCE, CERTIFY THAT THIS MAP WAS DRAWN FOR
THE PURPOSE OF IDENTIFYING EXISTING WETLANDS ON THE
PROPERTY SHOWN HEREON. THIS MAP WAS DRAWN FROM DATA
��\1;1;411111fi1l1�/ TAKEN FROM M.B.i2 P. 47 AND M.B.22 P.151 AND NOT FROM
AN ACTUAL BOUNDARY SURVEY BY ME. THIS MAP IS NOT FOR
i*'S'F
RECORDATION, C04VEYANCES OR SALES.
AL 9f .r -7Z 1 z k
f L-2.596 0 _T'-�"5""—
�; �; •:�tio suaJ�� vim\;
OWNER:
RIVERSIDE LAND, LLC
168 NORWOOD BLANCHARD ROAD
WALLACE, N.C. 28466
s0
VICINITY MAP — NOT TO SCALE
�T10N TO ��
1�
EROSION CONTROL DETAIL
SHOWING
INDIVIDUAL TRACT ON
N.C.S.R. No. 1964
PREPARED FOR
RIVERSIDE LAND, LLC
LIMESTONE TOWNSHIP, DUPLIN COUNTY, NC
PREPARED BY NC LICENSE No. C-1888
JOHN L. PIERCE & ASSOCIATES, P.A.
405 JOHNSON BLVD. JACKSONVILLE, INC 28540
PHONE: [phone] DATE: JULY 13, 2011
SCALE: 1 "= 50' F.B. 785A, PG. 39
JOB #268617 EMAIL: [e-mail]
GRAPHIC SCALE
0 25 50 1D0 200
( IN FEET )
1 inch = 50 ft. SHEET 2 OF 2

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