NCG020803_MONITORING INFO_20180119

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
IV CC C)aD 'D 3
DOC TYPE
"HISTORICAL FILE
'MONITORING REPORTS
DOC DATE
Jul
YYYYMMDD

YSIGMA ENVIRONMENTAL SERVICES, Inc.
January 19, 2018
Central Files
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
To Whom It May Concern:
RECEIVED
,BAN 2 5 Wb
CENTRAL FIDES
This is in regards to the Bonney Bright Sand Mine IcOYAUAT69hrosa Drive,
South Mills, Camden County, North Carolina. The mine operates under General Permit
No. NCG 0200000 and COC NCG020803'.
Enclosed please Find an annual Discharge Monitoring Report (DMR) For the
calendar year 2017. As of December 31, 2017, the permitted mine has not yet become
operational. Therefore no pumping of groundwater, surface water, or wastewater
occurred in CY 2017.
If you have any questions regarding the information contained herein, please do
not hesitate to contact me at business cell [phone], Email: Rharoldiones a aol.com
or the letterhead address.
Sincerely,
R. Harold Jones, P S, Emeritus
President
CC: Mr. Bonney G. Bright
NC DWQ Central Files (2 Copies)
1513 SANDBRIDGE ROAD, VIRGINIA BEACH, VIRGINIA 23456
Business Cell [phone], FAX [phone], Email: Rhar(.)[e-mail] aol.com

I ANNUAL SUMMARY DMR - WASTEWATER i
11 SEND TO CENTRAL OFFICE* 11
PROCESS MINE/DEWATERING WASTEWATER
GENERAL PERMIT NO. NCG020000
* Report All Wastewater discharge monitoring data on this form (including No Flow and No Discharge and Permit Limit Violations) by MARCH I of each year. If
you have limit violations, you must also have turned in a Limit Violation DMR to your local Regional Office within 30 days of receiving sample results from a lab.
CERTIFICATE OF COVERAGE NO. NCG02 D 9 o ' ?� SANIPLE COLLECTION YEAR: 2-dZN-
FACILITY NAME: l�tti�: iFT - llfr I�rc �� 7 i� 'i COUNTY: _ di4im 0X, ter'
PERSON COLLECTING SAMPLES: Jam/ PHONE NO. 22�-� 72./ —, '8 2,3
CERTIFIED LABORATORY: 411A Lah # ADD TO LISTERVE? YI,S ❑ NO❑ EMAIL:
—La b #
L111MI S. VIOLATIONS? YI.S ❑ NO ❑ INDUSTRIAL SAND"? ❑ DISCHARGING TO SA WATERS? ❑
Part A: Wastewater Nlonitorin = Rec uirements
Oulfall No.
Date Sample
Date
50050
Total Flow
00530
Total Suspended
Solids"
00400
Turbiditv3
00545
Settleable Solids
00400
pH
31616
Fecal Coliforms
-
mm/dd/yr
1\iG
mgAt'-
NTU
lnl[12
Standard2
col/ml 2,4
iVa/UC J
NO Sr��Ia
ilk �i t
Ail mines must monitor W W discharges for TSS. Only industrial sand mine discharges are subject to TSS limits.
` If an effluent limit is exceeded, the permittee is required to institute monthly monitoring for that parameter for the remaining permit term.
} The discharge shall not cause an instantaneous measurement of the turbidity of the receiving water to exceed: 10 NTU for freshwater streams, lakes, and reservoirs
designated as trout waters; 25 NTU for all lakes and reservoirs, and all salt waters. 50 NTU for all other, streams and surface waters. Turbidity may be monitored at the
Stormwater Discharge Outfall. Alternatively, the permittee may choose to monitor turbidity in the receiving water, directly upstream and downstream of the discharge.
4 Only facilities discharging to SA waters are required to monitor for Fecal coliforms.
Pcrmit Date: 1/1/2010-12/3112014 Last Revised 0 1 -05-10
Page I of 2

Part A Continued; Wastewater 11-lonitorim, Requirements
Outfakl No.
Date Sample
Collected
C
50050
Total Flow
00530
'Total Suspended
Solids'
00400
Turbidity
00545
Settleable Solids
00400
pH
31616
Fecal ColifornLs
mnilddlyr
MG
mg/l •-
NTU ''
mlll-
Standard
col/ml-'
MAIL ORIGINAL AND ONE COPY OF THIS ANNUAL SUMMARY (INCLUDING ALL "NO FLOW", "NO DISCHARGE" & LIMIT
VIOLATIONS) BY MARCH 1 OF EACH YEAR TO:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly res onsible gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
I a a that there a ig can penalties ubmitling false information, including the ssibility of fines and imprisonment for knowing violations."
SignlurX)f Perini e) ,� (Date)
Permit Date: 1/1/2010-12/31/2014 Last Revised 01-05-10
Page 2 of 2

I ANNUAL SUMMARY DMR -WASTEWATER
II SEND TO CENTRAL OFFICE'*
PROCESS MINE/DEWATERING WASTEWATER
GENERAL PERMIT NO. NCG020000
Report All IVastewater discharge monitoring data on this form (including No Flow and No Discharge and Peinzil Limit Violations) by MARCH I of each year. If
you [lave limit violations, you must also have turned in a Limit Violation DNIR to vour local Regional Office within 30 dews of receiving samole results from a lab.
CERTIFICATI,. OF COVERAGE NO. NCGO2 1' V o :3
FACILITY NANIF: 1 ,2 — N . ' ' ; S T"
PERSON COLLECTING SAMPLES: • S
CERTIFIED LABORATORY: Lab #
Lab #
LIMITS VIOLATIONS? YES ❑ NO
Part A: Wastewater Monitoring Requirements
SAMPLE COLLECTION YEAR: Z5516
COUNTY:
PHONE NO. 45 3
ADD TO LISTERVE? YES ❑ NOS- EMAIL:
INDUSTRIAL SAND'? ❑ DISCHARGING TO SA WATERS4? ❑
Outfall No.
Date Sample
Date
Collected
50050
Total Flow
00530
Total Suspended
Solids r
00400
Turbidit3,3
00545
Settleable Solids
00400
PHFecal
31616
Coliforms
-
mm/dd/yr
TMG
mg/11'2
NTU''1
ml/i'
Standard'
coVnil''a
20t -
lqo "
?7f4(
A saN
r il CC
ClinN-
A11 mines must monitor WW discharges for TSS. Only industrial sand mine discharges are subject to TSS limits.
If an effluent limit is exceeded, the permittee is required to institute monthly monitoring for that parameter for the remaining permit term.
3 The discharge shall not cause an instantaneous measurement of the turbidity of the receiving water to exceed: 10NTU for freshwater streams, lakes, and reservoirs
designated as trout waters; 25 NTU for all lakes and reservoirs, and all salt waters:50 NTU for all other streams and surface waters. Turbidity may be monitored at the
Stormwater Discharge Outfall. Alternatively, the permittee may choose to monitor turbidity in the receiving water, directly upstream and downstream of the discharge.
Only facilities discharging to SA waters are required to monitor for Fecal colifornis.
Permit Date: 1/ 1 /2010-12/31 /2014 Last Revised 01-{}5-1 Q
Page 1 of 2

Part A Continued: Wastewater Monitoring Rec uirements
Outfall No.
Date Sample
Collected t
50050
Total Flow
00530
Total Suspended
Solidsl
00400
'Turbidity`
00545
Settleable Solids
00400
pH
31616
Fecal Coliforms
mm/dd/yr
NIG
mg/11"'
N'rU'";
ml/l'-
Standard'
cOl/ml'",
MAIL ORIGINAL AND ONE COPY OF T141S ANNUAL SUMMARY (INCLUDING ALL "NO FLOW'. "NO DISCHARGE" & LIMIT
VIOLATIONS) BY MARCH I OF EACH YEAR TO:
Division of Water Quality
Attn: DWQ Central files
1617 Mail Service Center
Raleigh. North Carolina 27699-1617
YOU MUST' SIGN THIS CERTI FICA77ON FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly resp5pjblej1EqxgnttmTing the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
IA(S
OV
)e a�anitting false information, including; the possib9ility f fiinnneesa�nd ' )risonment for knowing violations."
Date)
Permit Date: 1/1/2010-12131/2014 Last Revised 01-05-10
Page 2 of 2

ISIGMA ENVIRONMENTAL SERVICES Inc.
January 26, 2017
Central Files
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
To Whom It May Concern:
This is in regards to the Bonney Bright Sand Mine located off Ponderosa Drive,
South Mills, Camden County, North Carolina. The mine operates under General Permit
No. NCG 0200000 and COC NCG020803.
Enclosed please find an annual Discharge Monitoring Report (DMR) for the
calendar year 2016. As of December 31, 2016, the permitted mine has not be constructed.
Therefore no pumping of groundwater, surface water or wastewater occurred in CY 2016.
If you have any questions regarding the information contained herein, please do
not hesitate to contact me at business cell [phone], Email: Rharol_djon_e_s(a),aol,com
or the letterhead address.
Sincerely,
R. Harold Jones,
President
CC: Mr. Bonney G. Bright
NC DWQ Central Files (2 Copies)
1513 SANDBRIDGE ROAD, VIRGINIA BEACH, VIRGINIA 23456
Business Cell [phone], FAX [phone], Email: [e-mail]

ESIGMA ENVIRONMENTAL SERVICES, Inc.
January 26, 2017 RECEIVED
APR 19 ;701i
C` NNAL 1=1LES
Central Files DVI/R ` L'C-rIUN
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
To Whom It May Concern:
This is in regards to the Bonney Bright Sand Mine located off Ponderosa Drive,
South Mills, Camden County, North Carolina. The mine operates under General Permit
No. NCG 0200000 and COC NCG020803.
. Enclosed please find an annual Discharge Monitoring Report (DMR) for the
calendar year 2016. As of December 31, 2016, the permitted mine has not be constructed.
Therefore no pumping of groundwater, surface water or wastewater occurred in CY 2016.
If you have any questions regarding the information contained herein, please do
not hesitate to contact me at business cell [phone], Email: Rharoldiones@ _oa l.com
or the letterhead address.
Sincerely,
R. Harold Jones,
President
CC: Mr. Bonney G. Bright
NC DWQ Central Files (2 Copies)
1513 SANDBRIDGE ROAD, VIRGINIA BEACH, VIRGINIA 23456
Business Cell [phone], FAX [phone], Email: [e-mail]

1
J1
k

I ANNUAL SUMMARY DMR - WASTEWATER I
11 SEND TO CENTRAL OFFICE*
PROCESS MINEMEWATERING WASTEWATER
GENERAL PERMIT NO. NCG020000
* Report All Wastewater discharge monitoring data on this form (including No Flow and No Discharge and Permit Limit Violations) by MARCH I of each year. If
you have limit violations. you must also have turned in a Limit Violation DMR to your local Regional Office Within 30 days of receiving sample results from a lab.
CERTIFICATE OF COVERAGE NO. NCG02 r V 0 3 SAMPLE COLLECTION YEAR: a016
FACILITY NAME: h11 i GG S 7Z,4o-- 7— COUNTY: (2-01110 XAf
PERSON COLLECTING SAMPLES: PHONE NO. (,7a -- 6�
CERTIFIED LABORATORY: Lab # ADD TO LISTERVE? YES ❑ NO25- EMAIL:
Lab #
LIMITS VIOLATIONS? YES ❑ NO RL
Part A: Wastewater Monitoring Requirements
INDUSTRIAL, SAND'? ❑ DISCHARGING TO SA WATERS? ❑
Outfall No.
Date Sample
Collected
50050
Total Flow
00530
Total Suspended
Solids'
00400
Turbidity
00545
Settleable Solids
00400
pH
31616
Fecal Coliforms
-
nimldd/yr
NIG
mgf11•'
NTU2-3
ml/l'-
Standard'
coVm12,4
+
- ZV -
Ato `-
-- O 56-A4
ArS 77f-!
'All mines must monitor WW discharges for TSS. Only industrial sand mine discharges are subject to TSS limits.
2 If an effluent limit is exceeded, the permittee is required to institute monthly monitoring for that parameter for the remaining permit term.
3The discharge shall not cause an instantaneous measurement of the turbidity of the receiving water to exceed: 10 NTU for freshwater streams, lakes, and reservoirs
designated as trout waters. 25 NTU for all lakes and reservoirs. and all salt waters; 50 NTU for all other streams and surface waters. Turbidity may be monitored at the
Stormwater Discharge Outfall. Alternatively, the permittee may choose to monitor turbidity in the receiving water, directly upstream and downstream of the discharge.
Only facilities discharging to SA waters are required to monitor for Fecal coliforms.
Permit Date: 1/1/2010-12/31/2014 Last Revised 01-05-10
Page I of 2

['art A Continued: Wastewater tMonitoring Requirements
Outfall No.
Date Sample
Collectedsolids,
50050
Total Flow
00530
Total Suspended
00400
Turbidity'
00545
Settleable Solids
00400
pH
31616
Fecal Coliforms
-
mm/dd/yr
MG
mg/l''`
NTU`-3
mlA2
Standard2
col/ml2,4
MAIL ORIGINAL AND ONE COPY OF THIS ANNUAL SUMMARY (INCLUDING ALL "NO FLOW", "NO DISCHARGE" & LIMIT
VIOLATIONS)13Y MARCH 1 OF EACH YEAR TO:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly respo le the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
1 am 11 r iat there ar ant a tong false information, including the possibility f fines and ' risonment for knowing violations."
�
(Si iat f Per Ott Date)
Permit Date: 1/t/2010-12/31/2014 Last Revised 01-05-10
Page 2 of 2

4
ANNUAL SUMMARY DMR - WASTEWATER
PROCESS MINEMEWATERING WASTEWATER
GENERAL PERMIT NO.'NCG020000
**�ReegarE`A'I1 WpsseivAter discha g manitvring't1aEa on tins fo " (�nciuding No Flowzand'NoiDiseharge andiP,ern?it Iiimii`Violotions)' MARGIY I ofse cli yeas..
au ar�et t iolations; m st;. have tt�tn�n a`�I�im� v ola��[io DMR to� =local�Re� 'oiial�Offce v tfiiri�30� s oar e"i��iri sam le�R050la�b
CERTIFICATE OF COVERAGE NO. NCG02. Q 3 SAMPLE COLLECTION YEAR: 2m lS
FACILITY NAME: Lit-lGt(' — COUNTY: _ eA-011OE"
PERSON COLLECTING SAMPLES: •ZF6Air.5 PHONE NO. l7—s7� 6-23�2-3 -
CERTIFIED LABORATORY: Lab # ADD TO LISTSERVE? YES ❑ NOE[ EMAIL:
Lab #
LIMIT VIOLATIONS? YES ❑ NO 91 INDUSTRIAL SAND? g DISCHARGING TO SA WATERS°? ❑
Part A: Wastewater Monitoring -Requirements
^". � .fi
i s
dOut#aIl No
.£-� Y -�;{ a-+�•�.
i Date Sample t
E 5y Y
si. _S �l.t� -2
A :;- r
�TotaltFlow
�T 'L si P k
L Total•Suspended
t t _ fits ,
x Tilrbldity'
SettieableSoltds .
_•-R •c y. ''
;�
pH
I yy �' � Y �y
Fecs1 Coltforuns=
��
r4r.'i.-. '.r]�if-..;_.. .
fmm/dd7yr�
" MGM:
P t ��ti
fT tiN
tnlll
d4r k
r e:collml.5_
oe-)
4L norz
VFAR
D r0
"
' All mines must monitor WW discharges for TSS. Only industrial sand mine discharges are subject to TSS limits.
Z If an effluent limit is exceeded, the perrnittee is required to institute monthly monitoring for that parameter for the remaining permit term.
3 The discharge shall not cause an instantaneous measurement of the turbidity of the receiving water to exceed: 10 NTU for freshwater streams, lakes, and reservoirs
designated as trout waters; 25 NTU for all Iakes and reservoirs, and all salt waters; 50 NTU for all other streams and surface waters. Turbidity may be monitored at the
Stormwater Discharge Outfall. Alternatively, the permittee may choose to monitor turbidity in the receiving water, directly upstream and downstream of the discharge.
4 Only facilities discharging to SA waters are required to monitor for Fecal coliforms.
Permit Date: I/l/2010-12J31/2014 Last Revised 01-21-11
Page 1 of 2

Part A Continued: Wastewater Monitoring Requirements
j
r
}Oukfali Noy
,ticgl�ectea�
yra: --: € v
�J. 7rw ey,
i3Date Samplek
t
f
_ ?f_ r•xi�s: y,:-k.,
r m"r- -, .1 j a _
_Total�Flow,r
", 3
,�
r na .�i r s.:x
-rS=Ttitsl`Suspendeds _
- 1 y�
4 solids
.,..€u.::-_._ Y u� �1.:
,_
Ttirbidity3.-
f
_r*.i.'�n.
- - r
y Settleable Solids i
t - 3•-.�C '"
w �, `�� a k
�#iQ.z�.
aF
i '`� 4 r �,
- •� a, _ _:
FecaliColtforms
r r_�<d
' .ly w-��
smm/dd/yr,
J' MGMs
,¢:, _R:,k
NTCIUl,
aStandard,
�YScol/ml x,�
MAIL ORIGINAL AND ONE COPY -.OF THIS ANNUAL SUMMARY (INCLUDING ALL "NO FLOW, "NO DISCHARGE" & LIMIT
VIOL,L,ATIONS)'BY MARCH LOF EACH YEAR TO:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[phone]
YOU MUST SIGN THIS CERTIFICATION_ FOR ANY INFORMATION REPORTED:
"I certify, under. penalty of law; that this document and,all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that Mialified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those o directly a fo information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
I am that th i t penalties for sultnutting-false information, including the possibility of fines and imprisonment for knowing violations."
/— zC--2m/6
(Si lure o 'ties) (Dale)
Permit Date: U 2010-12/31/2014 Last Revised 01-21-11
Page 2 of 2

Y, SIGMA ENVIRONMENTAL SERVICES, Inc.
^IEB a 2 zoos
January 28, 2015
Central Files
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
To Whom It May Concern:
This is in regards to the Bonney Bright Sand Mine Iocated off Ponderosa Drive,
South Mills, Camden County, North Carolina. The mine operates under General Permit
No. NCG 0200000 and COC NCG020803.
Enclosed please find an annual Discharge Monitoring Report (DMR) for the
calendar year 2015. As of December 31, 2015, the permitted mine has not be constructed.
Therefore no pumping of groundwater, surface water or wastewater occurred in CY 2015.
If you have any questions regarding the information contained herein, please do
not hesitate to contact me at business cell [phone], Email: Rharoldiones a�a_ol.c_om
or the letterhead address.
Sincerely,
R. Harold Jones, Emeritus
President
CC: Mr. Bonney G. Bright
NC DWQ Central Files (2 Copies)
1513 SANDBRIDGE ROAD, VIRGINIA BEACH, VIRGINIA 23456
Business Cell [phone], FAX [phone], Email: [e-mail]

IS f ANNUAL SUMMARY DMR - WASTEWATER
PROCESS MINEMEWATERING WASTEWATER
GENERAL PERMIT NO.,NCG020000
* s + �,.a>
Re"`At11jWa AMter'disciiargQ onit"obFg�'data on tfii forn`1 incl g IVo Flow•and �Dis barge andPer`mityL'unit VoW iions)'hy'1LIARGHI v each year: if
� ou hayeYlimtt violattans, ou.mtrsalsohave turnediin a;Iaimit�V„tolattonlDlVlRTt,local Re tonal;Office w�tiiin 30;da s.ofrecetvin ;.sam lexestifg% jo.VM. _g
CERTIFICATE OF COVERAGE NO. NCG02-bS Q 3 SAMPLE COLLECTION YEAR: 2mlS
FACILITY NAME: _ Z1Gt{fi Gl?�Y� _T2oy_r7 COUNTY: t4_A Wz)9"
PERSON COLLECTING SAMPLES:F. i4-,7-0Air_S PHONE NO. (%75:A _Z-aZ-gFr�23
CERTIFIED LABORATORY: Lab # ADD TO LISTSERVE? YES ❑ NO& EMAIL:
Lab #
LIMIT VIOLATIONS? YES ❑ NO INDUSTRIAL SAND`) g DISCHARGING TO SA WATERS4? ❑
Part A: Wastewater Monitoring Requirements
1 _ F 'u�t.�c
ar.
's-OutfallNo
w3L `s
._K �?.
r". _ -zL 4 _ -1 t
w f
Date Sample,t
= s-,z.;-t��
m s C011eCted
�.s'Y�v4"1-:C7:,.P.�lY �A'-Y*•wCf.-
�f'!k -� y+,� i
x
?�Total?Flow
y 5�
5�y i.� �-:��c}. :. ";I
�_ ■.,- 1G
y
Total Suspended}
*? } } �r+
55013dS: s
iY.c _h. ":Al-.ti .5�J-yes �.. �.
Tuiwa ty3'
....�
~Settleable -Soli
- f
- -
h ,F
r
pH ,
7g
• '. J-3 •}.�.2
T
{ t v
Fecal Coliformss:
t 1 ':
r.F,� _i;1%� F�.��.J�....,r f, �5�,'a,—....:
.w'�r r
�7 }mac i"�
dty
�.r1 - rcptmY s
wM
-.;� � �
.mgYl
z
-NTE3 ,
2
inlll
.� 3
Standard
._..
Es- � i .,�' ?:+
s� collml
06
E Q0f>_
VFAR —2©
--
rJ --
A-MPLrS
&V
All mines must monitor Vi W discharges for TSS. Only industrial sand mine discharges are subject to TSS limits.
2 If an effluent limit is exceeded, the permittee is required to institute monthly monitoring for that parameter for the remaining permit term.
'The discharge shall not cause an instantaneous measurement of the turbidity of the receiving water to exceed: 10 NTU for freshwater streams, lakes, and reservoirs
designated as trout waters; 25 NTU for all lakes and reservoirs, and all salt waters; 50 NTU for all other streams and surface waters. Turbidity may be monitored at the
Stormwater Discharge Outfall. Alternatively, the permittee may choose to monitor turbidity in the receiving water, directly upstream and downstream of the discharge.
4 Only facilities discharging to SA waters are required to monitor for Fecal coliforms.
Permit Date: 1/1/2010-12/31/2014 Last Revised 01-21-11
Page 1 of 2

Part A Continued: Wastewater Monitoring Reauirements
�`� �. � `�'''. -!
Y;r try 5
�rOutfall'No
� ;dA-R �� Y -.,�- 1�,��
x Date 5ampleTotalSFlow,
v Tt
Collected- k
' .l'�k � - �. _�
ki
� _H., ry d
T TotalSuspended
„ :1, ash'able-Solids
Turbuhty3
"%
Settle!
�• � - -�
L+ pH
F f 1. �y. Y � _ "�-�
FecaloColiforms
ml/lr
Siandardr
�' col/ml� r
MAIL ORIGINAL AND ONE COPY OF THIS ANNUAL SUMMARY (INCLUDING ALL `ENO FLOW", "NO DISCHARGE" & LEMT
VIOLATIONS) BY MARCHLOF EACH YEAR TO:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[phone]
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under.penalty of law, -that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that lified personnel properly gather and evaluate the iifformatiou submitted. Based on my inquiry of the person or persons who manage the system, or
those directlye,fo information,.the information submitted is, to the best of my knowledge. and belief, true, accurate, and complete.
I am that th t penalties for submittmg'false information, including the possibility of fines and imprisonment for knowing violations."
/- z%-zP1
(Date)
PerrWt Date: 1/1/2010-12/31/2014 Last Revised 01-21-11
Page 2 of 2

I ANNUAL SUMMARY DMR - WASTEWATER I
PROCESS MINEMEWATERING WASTEWATER
GENERAL PERMIT NO. NCG020000
{Report 411'Was�ewater scharge cnonitortng,data or this.Form (including No Flow and'No Disclidrg'e'and Pennii Limit V,iolutians) by MARCHtl,of cach:year
.i if .-.+L""+t,, ,-"••t,.--•.,.;- +s. vfl = i f° r• - i«.y - - i'7„` "-r- y=yv .. r. _ .` y . ry..--7-.: "r.... a• r - •Eft.{? _ �' %e
ou liave�liinit:vioIanons; oultnust also have tumeditn;a�L�mtt';Vi6laiion!DMR:l aur:tocal;Re iodal,Ofiice within; 3a-da s:of receivin ' sain le,results;from
CERTIFICATE OF COVERAGE NO. NCG02_ SAMPLE COLLECTION YEAR: Oar !�6
FACILITY NAME: 2VfflCC5 1�)2W_T7 COUNTY: (-A P"Z0960
PERSON COLLECTING SAMPLES: J320j PHONE NO. (75'7 ) 7 L/
CERTIFIED LABORATORY: Lab # ADD TO LISTSERVE? YES ❑ NOZ EMAIL:
_ Lab #
LIMIT VIOLATIONS? YES ❑ NO � INDUSTRIAL SAND"? E DISCHARGING TO SA WATERS49 ❑
Part A: Wastewater Monitoring Requirements
Outfatl•No.
Date Sample
. I.
'Collected
. Total'Flow
ToWa Suspended
"s
Ttrbidity3
Settleable Solids
pH
Fecal CoNforms
mm/dd/yr,:
MG,
_3mg/1.;.:` _
NTU23
ntt/I
Standard
coUuil
Bc)
2_6�1 1
o - 0k)
Id SA4't
CS AW E
i
.y
1!
All mines must monitor WW discharges for TSS. Oitly industrial sand mine discharges are subject to TSS limits.
" If an effluent limit is exceeded, the permittee is required to institute monthly monitoring for that parameter for the remaining permit term.
3 The discharge shall not cause an instantaneous measurement of the turbidity of the receiving water to exceed: 10 NTU for freshwater streams, lakes, and reservoirs
designated as trout waters; 25 NTU for all lakes and reservoirs, and all salt waters; 50 NTU for all other streams and surface waters. Turbidity may be monitored at the
Stormwater Discharge Outfall. Alternatively, the penwttee may choose to monitor turbidity in the receiving water, directly upstream and downstream of the discharge.
4 Only facilities discharging to SA waters are required to monitor for Fecal coliforms.
Permit Date: 1/1/2010-I2/31/2014 Last Revised 01-21A I
Page I of 2

Part A_Continued: Wastewater Monitorine Requirements
rSolids,
i ste:Sampie
Toided
r,
a
MAIL ORIGINAL AND ONE COPY OF THIS ANNUAL SUMMARY (INCLUDING ALL "NO FLOW". "NO DISCHARGE" & LIMIT
VIOLATIONS) BY MARCH I OF EACH YEAR TO:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[phone]
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty.of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel prope.14y gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
th V17sons directly ible r eri�-th�information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
I a are that there sig enalties for submitting false information, including the possibility of fines and impriso ment for knowing violations."
(Signs of ttee) (Date)
Permit Date 1/l/2010-12/3112014 Last Revised 01-21-11
Page 2 of 2

Y, SIGMA ENVIRONMENTAL SERVICES. Inc.
January 27, 2015
Central Files
Division of Water Quality J441 f /
1617 Mail Service Center C '? 0
Raleigh, NC 27699-1617
To Whore It May Concern: Fcl)�S
This is in regards to the Bonney Bright Sand Mine located off Ponderosa Drive,
South Mills, Camden County, North Carolina. The mine operates under General Permit
No. NCG 0200000 and COC NCG020803.
Enclosed please find an annual Discharge Monitoring Report (DMR) for the
calendar year 2014. As of December 31, 2014, the permitted mine has not be constructed.
Therefore no pumping of groundwater, surface water or wastewater occurred in CY 2014.
If you have any questions regarding the information contained herein, please do
not hesitate to contact me at business cell [phone], Email: Rharoldiones _,aol.com
or the letterhead address.
Sincerely,
R. Harold Jones, S, Emeritus
President
CC: Mr. Bonney G. Bright
NC DWQ Central Files (2 Copies)
1513 SANDBRIDGE ROAD, VIRGINIA BEACH, VIRGINIA 23456
Business Cell [phone], FAX [phone], 1--mail: Rharol(tiones(�-1),lol.com

r•�
i. Gf:' i:i-DEBT /MANAGER: 8513 BUZZARD NECK OF NORTH CAROLINA, LLC
VIRGINIA BEACH, VA 23457
757-721-5823 (Office)
i-Rl)PERTY: A 113.89 AC. TRACT OF LAND LOCATED ALONG THE NORTH SIDE OF PONDEROSA DR.,
APPROX, 2.7 MILES EAST Or US HWY 17 AT 744E VIRGINIA/NORTH CAROLINA BORDER
PENg:01-"7082-00-68-8936-0000 AS RECORDED: 0.6.247, PG.35: P8.6, SL 28
SOUTH MILLS TOWNSHIP, CAMDEN COUNTY, NORTH CAROLINA
} :.RCcL BOUNDARIES BASED ON "RECOMBINATION PLAT DRAWN FOR W.E. MEIGGS do SON LOGGING COMPANY, INC."
8" SCOTT L.TEMPLE. L•-'3768, DATED 3-15-07, PROJECT 111 2007-047, P.B. 6, SL_ 28. CAMDEN COUNTY.
r N , I'AkCEL BOUNDAR?ES BASED THE FOLLOWING REFERENCES RECORDED W/ CAMDEN COUNTY REGISTER OF DEEDS:
As, 1It =:A III,4E FARM", PREPARED BY ANDREW W. PEARCE, L-729, DATED 10--22-1979. PB. 72, PG. 6-A
MARY L. ROBERTS', PREPARED BY S. ELMO WILLIAMS, L-609, DATED 3-31-1993, PC. 2, SL. 46--B
:'Ap,,Fi BOUNDARIES BASED ON THE FOLLOWING INFORMATION:
"r,Iii }!a vARD MATERIALS, L.LC.'. PREPARED BY J. GARY CULP. L-2950, DATED 9--27-2001. PC, 3, SL. 100-8
;e,et;ytr; -,()uN Y, NC - GIS/MAPPING SYSTEM (FOR REFERENCE ONLY, ACCURACY IS NOT GUARANTEED)
INFORMATION BASED ON N.C,D.O.T. CONTOURS do SURVEY BY BISSELL PROFESSIONAL GROUP ON 4-18-2007,
a [�•".. s nr%,,f-i. AREA ! 4,961.104 SQ. FT. (113.89 AC.}
r.-1, LIGHT INDUSTRIAL (TO BE REZONED W/ MINING OVERLAY DISTRICT)
I.AN;D U',i: EXISTING USE: AGRICULTURAL (14,100)
PROPOSED USE: MINING QUARY OPERATIONS (14.300)
5 i9i'=L"i Dr,;T OIRMFNT SUMMARY :
( rr
I
P
L is
,ITRANLF, PARKING, do OFFICE AREA = 13.000 SO. 1-T. 0.3D AC.
i'PE i/PRDCE58ING AREA - 175,981 SQ. F1. (4.04 AC.)
I r OSED HAUL ROAD = 218,768 SO. FT. (5.02 AC.)
-rp tSE.D SETTLING POND AREA - 9,4654 SO, FT. (0,22 AC-)
R ?'OSFD EXCAVATED AREA = 3.921,133 SO, FT. (90,02 AC.)
POSED MISC. DISTURBED AREA - 210,454 SQ. FT. 4.83 AC.
1� GRAVEL ROAD AREA = 68,560 SOFT. 1.57 AC.
TA;.. .,FFECTETJ AREA = 4,617,360 S.F. 106 AC.
M,114,N€; COVFRACE OF PARCEL (EXCAVATION ONLY) 79.0%
AREA : 5,070,621 SO- FT. (116.4 AC.)
F HiI ;RD REOUIRFMENTS:
F€ 'T' 7SE6 LAND USE: MINING do QOARY OPERATIONS 14.300)
Y
i
r
S
iNCR
IE r li-
-- ADJACENT USE
BUFFER
aGRICULTURAL
TYPE B.
e:ST -
)I
AGRICULTURAL (14.100)
TYPE "B"
PRIVATE R/W
TYPE "A'
-- -
SINGLE FAMILY 1.100
TYPE "A"
'A' BUFT-ER - OPAQUE - LANDSCAPING THAT IS OPAQUE FROM THE GROUND TO A HEIGHT OF 5% W/
4,7LFI{TTFN7 VISUAL OBSTRUCTION FROM ABOVE THE OPAQUE PORTION TO A HEIGHT OF AT LEASE 20'. AN
0,;A;,P.11E LANDSCAPING IS INTENDED TO EXCLUDE COMPLETELY ALL VISUAL CONTACT BETWEEN USES AND TO
�REAIE A STRONG IMPRESSION OF SPATIAL SEPARATION.
`r "&" BUFFER SEMI -OPAQUE - LANDSCAPING THAT IS 50% OPAQUE FROM THE GROUND TO A HEIGHT OF
c vr/ INTERMITTENT VISUAL. OBSTRUCTION FROM ABOVE THE OPAQUE PORTION TO A HEIGHT OF AT LEAST 20'.
?N4. ':i_Mi --OPAQUE LANDSCAPING !S INTENDED TO PARTIALLY BLOCK VISUAL CONTACT BETWEEN USES AND TO
CP:EATF A STRONG IMPRESSION OF THE SEPARATION OF SPACES.
.AERIAL PHOTOGRAPHY, TOPOGRAPHY, SURROUNDING DRAINAGE MEASURES, AND THE HISTORICAL
THE LAND IT HAS BEEN ASSUMED THAT THERE ARE NO WETLANDS LOCATED ON SIT£.
I ;1, FC€,iA C, ,..s ail PRI:?OSED DEVELOPMENT WITHIN ZONE XU{ (FLOOD ZONES ORTH A SUBJECT TO CHANGEROLINA, ADOPTED BY GFEMA}
USE OF LAND WITHIN A SPECIAL FLOOD HAZARD AREA IS SUBSTANTIALLY RESTRICTED BY
SLCTTONS 151.380 -- 151.387 OF THE CAMDEN UNIFIED DEVELOPMENT ORDINANCE.
;)R YORE ACCESSES TO 1HE MINING OPERATION EXIST, TRAFFIC SMALL BE ROUTED TO THE
rlw,ANG, THE LEAST NEGATIVE IMPACT ON ADJOINING PROPERTIES.
€di?.r.'v r.T=•r.;t:ihLS SHALL NOT BE STORED IN EXCESS OF TWENTY-FIVE (25) FEET IN HEIGHT.
?i.'II!fVC, HAULING MINED MAI'MIi5I (I.E. SAND, CLAY, TOPSOIL) SHALL BE COVERED WITH A TARPAULIN.
HAZARDOUS WASTE, COMMERCIAL WASTE, GARBAGE, CONSTRUCTION OR DEMOLITION WASTE
Ali EE PLACED ON SITE.
pIQ 7i>E`'FA.SSINC SIGNS SHALL BE POSTED AROUND THE SITE BE€14G MINED AT A MINIMUM DISTANCE OF
V 2.,' APArzr INDICATING THAT A MINING OPERATION IS BEING CONDUCTED ON THE PROPERTY.
E. VPA, dAr;[- PATTERNS SHALL NOT BE ALTERED AS TO CAUSE FLOODING OFF -SITE WHILE THE PERMIT IS
Ll A11;0 AFTER RECLAMATION.
7 ?ii= ldlht!hIG ACTIVITIES SHALL ADVERSELY AFFECT SURROUNDING IN USE WELLS. ANY PERSON OWNING OR
I ^ i': `. A MINING SITE IN A MANNER THAT ADVERSELY AFFECTS AN IN USE WELL THROUGH
_;T1,Ls rA.TION OR DIMINUTION OF GROUNDWATER SHALL PROVIDE THE WELL OWNER WITH A REPLACEMENT
vs'.TrP ': ',f'PL'r OF EQUAL QUANTITY do QUALITY.
Ill 1,f'Fi;'::fN4 A1LL MAKE AVAILABLE ANY POND AREAS TO THE LOCAL VOLUNTEER FIRE DEPARTMENT FOR
I;,'- ni.r,A1i lfa OF A DRY HYDRANT, 4F REQUESTED BY THE LOCAL VFD, ALL ASSOCIATED COSTS FOR
WALL BE THE RESPONSIBILITY OF THE LOCAL VFD. ----
r T sAINiNG OPERATION CONSISTS OF A 102 ACRE MINE FOR THE EXCAVATION AND DISTRIBUTION OF SAND.
S111E 15 LOCATED OFF OF (US HWY. 17) WITHIN THE SOUTH MILLS TOWNSHIP OF CAMDEN COUNTY,
CAROLINA. THE FOLLOWING OESCkIBES THE OPERATIONAL SUMMARY OF THE PROPOSED OPERATION:
SUMMARY.
`IAE ANTICIPATED AVERAGE DAILY TRAFFIC LOAD COUNT IS 100 LOADS. WITH ONE TRUCK LEAVING
PPROXIMATEL.Y EVERY SIX MINUTES. AN OCCASIONAL LARGE JOB WILL INCREASE THE TRAFFIC LOAD
APPROXIMATELY 200 LOADS PER DAY, WITH ONE TRUCK LEAVING EVERY THREE MINUTES.
EXCAVATOR WILL EITHER TEMPORARILY STOCKPILE MATERIAL IN THOSE AREAS SPECIFIED OR PLACE
I,AA,ILRI[AL DIRECTLY INTO DUMP TRUCKS W'HtCH WALL HAUL MATERIAL TO OTHER LOCATIONS WITHIN
iHL PROPOSED MINING AREA.
ij Lr}AEIING OF SAND ON DELIVERY DUMP TRUCKS WILL BE DONE BY A RUBBER TIRE FRONT -"END LOADER
AND A EXCAVATOR OPERATING AT THE MINING AREA ENTRANCE,
4) MJCKS ENTERING THE MINING AREA WILL BE REQUIRED TO STOP AT THE OFFICE TRAILER TO RECEIVE
TOAD TICKETS AND INSTRUCTIONS UPON ENTERING AND EXITING THE MINING AREA. SPEED LIMITS WILL
FjL TROCKKS EDX+TINGNG THE THE SITECCESS ROAD TO THE WITH MINED MATERIAL hINING AREA SHALL BE COWERED WITH AVALL BE BICTLY ENFORCED. ALL
TA PAUUN,
Ar:OE RE55'ES.GPUMP IMLL_ BE PROVIDED DISCHA GE FROM THE PUMP LOWER THE STATIC WILL W GROUND WATER TABLE MINING
IL L BE DIRECTED TO APROPOSEDSETTUNG BASIN
i,)CATED ADJACENT TO THE ENTRANCE OF THE MINE- THIS SETTLING BASIN IS PROVIDED TO REDUCE
TT+E AMOUNT OE SUSPENDED SOLIDS IN THE. DISCHARGED GROUNDWATER PRIOR TO BEING RELEASED
I!I,0 THE ADJOINING CANAL LOCATED ALONG THE SOUTH SIDE OF PONDEROSA DR. THIS CANAL IS
sltixED TO SEVERAL OTHER EXISTING DRAINAGE CANALS IN THE AREA AND IS DIRECTLY CONNECTED TO
111F DISMAL SWAMP CANAL LOCATED ALONG THE WEST SIDE OF US. HWIY, 17. THE DISMAL SWAMP
CANAL SERVES AS A PORTION OF THE INTERCOASTAL WATERWAY AND IS CLASSIFIED AS C; SW.
a, A MOTOR GRADER WILL BE PROVIDED AND OPERATED TO MAINTAIN THE MINE'S ENTRANCE ROAD AND
s- DRIIGNS OF THE EXISTING PONDEROSA DR. GRAVEL ROAD AS DEEMED NECESSARY.
, 0 IS PROJECTED THAT THE NUMBER OF EMPLOYEES OPERATING AT THIS FACILITY WILL BE 15.
ING
TE
N}SHAL.HOURS
6E ESTABLSHED'BY THE CAMDEN COUNTYBOARDON OF ALL MINING RELATED ILITIES AND ACTIVITIES OTCINI
OF COMMISSIONERS, IINNOASESHALLIHE
Itoi1RS CF OPERATION BE BEYOND DAWN TO DUSK NOR SHALL MINING ACTIVITY OCCUR ON SUNDAYS.
C:G€..TRUCT CN SEQUENCE:
1;4 CPFRATION WILL CONSIST OF ENTANCE, HAUL ROAD, & SETTLING BASIN CONSTRUCTION,
OF OVERBURDEN, EXCAVATION, AND DEWATERING OF THE MINING AREA. EXCESS MINE MATERIAL
III I i TC,*KPILED IN THE DESIGNATI"D SITE AREA FOR TRANSPORT FOR OFF -SITE USE. DISTURBED
a.RK:?5 UNAFFECTED BY THE DAILY MINING OPERATION WALL BE ESTABLISHED WITH A VEGETATIVE COVER
xSTII,r= 21 DAYS OF DISTURBANCE- THE DURATION OF THE MINING OPERATION IS ANTICIPATED TO LAST
4 nI. A"PROXIMATELY 10 YEARS AT W41CH TIME RECLAMATION WALL TAKE PLACE.
uF. aiAtCnON• SUMMARY:
01rit, POSSIBLE, RECLAMATION SHALL BE CONDUCTED SIMULTANEOUSLY V41H THE MINING OPERATIONS.
ANPwAl- RECLAMATION REPORTS SHALL, BE SUBMITTED TO THE PLANNING do INSPECTIONS DEPARTMENT
O.'qi : 10 DAYS OF STATE SUBMISSION.
THE P. )LK OF T}I1 RECLAMATION RILL COMMENCE UPON THE COMPLETION OF THE MINING OPERATION, OR
A r '.'; FND OF A 10-YR PERIOD. THE EXCAVATED MINING AREA WILL BE UTILIZED AS A FUTURE LAKE FOR
df;u:1,!4,T'.,RAI, AND RECREATIONAL PURPOSES. ALL STOCKPILE, OVERBURDEN, & SETTLING BASIN AREAS
W L L 'OF GRADED LEVEL AND STABILIZED W/ PERMANENT VEGETATION. THE HAUL ROAD WILL BE KEPT
NThi' f .rc PROVIDE FUTURE LAKE ACCESS. RECLAMATION WILL PROCEED AT THE COMPLETION OF THE
QPJ I?A.TION WITHOUT ANY PROVISIONS FOR STAGING OF RECLAMATION.
Ar C.�-IPLETTON OF RECLAMATION, 1T 1S ANTICIPATED THAT THE PROPERTY WALL REMAIN UNDER CURRENT
r:WNCITSHIP ASSUMING RESPONS1131UTY FOR ANY ON -SITE ENVIRONMENTAL POLLUTION THAT MAY OCCUR
AG70; EXCAVATION ACTIVITIES ARE COMPLETE.
l (; G RI n These standard symbols will
I.,. F..,,r..i -n Fhn Arnwinn-
15
POWER POLE
-- ---
RIGHT--OF-WAY
- - - -H 4- - - EXISTING GRADE CONTOUR
-
C/L OF ROAD
EDGE OF PAVEMENT/GRAVEL
- - -, - - -
- - PROPOSED TOP OF SLOPE/TOE OF SLOPE
___._PROPOSED
WATER SURFACE
-- - --
—MINE OVERLAY DISTRICT/DISTURBANCE LIMITS
EXISTING TREEUNE
�• •
EXISTING DRAINAGE
PROPOSED CULVERT (SIZE AS DENOTED)
-•----'
PERMIT BOUNDARY LIMITS
—� X
PROPOSED SEDIMENT FENCE
®
EXISTING PRNAT'E WATER SUPPLY WELL
PROPOSED GRAVEL ENTRANCE
PROPOSED HAUL RD.
PROPOSED STOCKPILE AREA
EXISTING GRAVEL RD. (PONDEROSA DR.)
EXISTING CANAL/LAKE WATER SURFACE
�..
EXISTING VEGETATIVE SCREEN
�1_1�
I d I
S HEET DESCRIPTION
1 SITE LOCATION OVERVIEW
MINF nFVFLOPMENT/RECLAMATION
MINING DEVELOPMENT PLAN FOR
BRIGHT MINE - MEIGGS TRACT
SOUTH MILLS TOWNSHIP CAMDEN COUNTY
OWNER BONNEY G. BRIGHT
MANAGER 5513 BUZZARD NECK RD.
DEVELOPER: VIRGINIA BEACH, VA 23457
757-721-5823 (Office)
NORTH CAROLINA
ENGINEER: Bissell Professional Group
Mark S. Bissell, P.E.
P,O. Box 1068
Kitty Hawk, N.C. 27949
[phone]
fax: [phone]
entail: rnarkftissell rofessionalgrnua,com
N JiZT+-4
co""=MN
SIORTH CAROLINA
VICINITY MAP
SCALE: 1"=5000'
GREAT DISMAL SWAMP
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CHOUNTY E COUNTY
QUNTY VIRGINIA STATE LINE
4 NORTH 71
INA STATELINE
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PROJECT NO:
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------- STATE PERMIT BOUNDARY_ - -�- - _ - - - - - - - - - - - - - -
- - - - - - - - - �- 4 - - _� _-��'�� - - _ - — - - - - - - - - - - - - - - - - - - - - - - - - - __ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ - - - - - - _ _ _ - _ _ _ ^- - - - _ - _ a�— * tJl #`
�- _-------� ---------_.....-----so.0' ._.-----� ------------- - � � _ _ ------ oe-r'- ---3a_ _ -- - ,� __- - _ �� _�-�__— -�a - w .. �—'r�------�-_— - Y..-.�,_-. •-_``��__ ..� �-.. -= _ _ - __-__— - "__- �T
_
UNDISTURBED 13UFFER � UNEXCAVATED BUFFER _ ��' � - �
r EXISTING DRAINAGE CANAL T
TO CANAL TO CANAL
MINE OVERLAY DISTRICT DISTURB NCE LIMITS AVG. TOP WIDTH:20• \ /#
;; MINE VERLAY DISTRi /DISTURBANCE LIMITS J ' AVG, DEPTH BELOW WATER.-S
AVG. WATER LEVEL:I1.O• �� !
� �-'-�---'� _�-:art•-s---I*-��--��---= u�---�-��-'�- #
\ Z P OSED 20 HAUL ROAD - -- - - p 1
� 1`---------------...._ - - -- - - - - -- - -- --- ------ ------NaTRESPAS5ING - ------ -- - -- -- _--- - - - - -- - - - - - -- - - -- - - --- GRAPHIC SCALE ,1}I
D t 1 SIGN POSTED 1 .� 2 _ — — — ! 1111
PE EVERY 250' / ;� ♦ (t1 10D 0 50 100 200 400 1 #
llfSICE SLO J Lp III
!
BELOW NORMAL t / / 1 4 T 1iI
WATER LEVEL; r — �fi ► !1 1!
3:1 SIDE SLOPE
ABOVE
IN FEET 1
�1
� 1 t inch = ivv ft. 1 #1
tl � Cy MAXIMUM BOTTOM OF MINE ELEV.: --4fi.0 U \ - _ - - - ' ._ _ 'X
'10
♦ ' \\ the US iy 1i Et1 Cz �DG These standard symbols will
W11tlti� I- -♦ 1 Waters Of 1 _ _ _ �. � 2 LEGEND be found in the drawing. I tt tl
li 1 �D G ; 11 I y� 1 ` Within the Confines of Existing Canal
1 L 1 1 I IGN TRESPASSING
\`1 i � ��'7� , � r � � � i � ` -� � � NC TRESPASSING
111 'L 1 i - ✓ 1 �� POSTED
I •-VERY 250'
1
P IG
S GCihi dGZ6 it 1 11 ll 1.
iir 1
'� G 1 �1 ♦ I � � - 1
I l I ll
1 # 1
! } ##1 t
t
\ 1 #11#1
`I' I #I t#
i 1 �41
1 L 1
1 ##
l i l! 1i
10 1 L �I l 11 11v E i�tl
1 1i
11 11 Qn » {off 1 2 ♦ 11 1 , 11 >J 5
1 I 1i1 11 -7o q ` 1
���� 4'� t r�i� � I � � i 1 � � % '•,
4
N/
7,200 LF OF SILT FENCE INSTALLED 1 ♦ ♦ ` _f - , 1 1 / 1
ALONG DISTURBANCE LIMITS
(SHOWN JUST OU1751DE OF LIMITS � ii 1 i I �
FOR CLARITY) } 11 1 1 l� t
(SEE DETAIL SHEET 3) 11 \ �1 1 / ♦ �'s. f/ yq} II [ 11 ` l ]- -� �Ar ism
�/ 11 i 1 1 I ♦ \ 1 4 4 1� 1 !^ J` a k��.F�.^'7�&'
i111 11 d1E. J \,_, J l J PROPOSED MINE
11 i '9 i 1 r TOTAL EXCAVATED AREA UPON 1♦ 1 i
ii. O 1 14- 4 ♦ , 1 , 1, n
r N 1 ` _ _ _ ._ COMPLETION - 3,921,133 SQ. ET. �' \ h
i `� r- 1 ♦ r (90.02 ACRES)
i} 1`r „ 1 ii �' I ♦ r MAXIMUM DEPTH: 60' ateT r i ► ! 1 �� \
(NBEN ECLAIMED AS AREA O ry
A LAKE, ` J 1 / 1 0.
i' j ^♦ { ` �11 1 �li� �11 / r!� ♦ ♦ \ C PERT OF RECLAMATION PLAN) \ j r 1 i Cj I 1 I
Waters of the US
Within the Confines of Existing Canal `- �i11 i I 1 - ( `� ♦ - II t ii - ( `�� M1 i -
0. i - 1 NO TRESPASSINGSIGN ~ \ 1
EO
iI 11 1 - 1 \ 1 \ 82 EVE Y 25D \
.- � � �i J \ � r f �" �4✓ \ i 1 pp L
1 EXISTING DRAINAGE CANAL
AVG. TOP WIDTH:17' i ♦�-', I �+ �� 17.200 LF OF SILT FENCE INSTALLED
AVG. DEPTH BELOW WATER:2' 1; 1 1 I } / I f 1 1 p� '� I ALONG DISTURBANCE LIMITS
1 AVG. WATER LEVEU 11.0' I 1 1 1 \ t 1 I 1 0 (SHOWN JUST OUTSIDE OF LIMITS
Lj �; I FOR CLARITY)
(SEE DETAIL SHEET 3)
! / 1 11
NOW
L 1 111 `\ D 1i 11 I II , ♦ 1i 1 `1 CITY OFOR HESARLY
PEAKE
D.B. 220, PG. 094
�
1 i 1+ \� 1 r 1 �1 1 i
-7 `� 1 ` �-' 4- 1 i J
1 tci 1
PROPOSED HAUL ROAD
8.520 L.F. OF
11 1 -)3 1 1 UNIMPROVED HAUL ROAD ti -
/[. 1 TOTAL AREA: 218,768 SO.Fr./5.02 AC. I 1 p
(UNIMPROVED ROAD TO REMAIN AS \ l I 3 1
( y �Z� 1 ♦0 1 PART OF RECLAMATION) I I � ti �G I � � 0
s©rr
0r MIN 1 - / i o�- e
_E �� PROPOSED Zil f11 q 11
M NOW OR FORMERLY NOW OR FORMERLY i' 1 IN a Z ��V-_�4� DEWATERING r _ �1 oAl .
Now OR FORMERLY _D DISCHARGE PIPE
f t>
CHARLES A. & JAMES A. & MARY L..EROBERTS �1 I`. ` '.- 0�CO lO� COP
r. JULIA A. ROBERTS - W SIZE: 1z- i
MARY L. ROBERTS D.B. 07E, PG. 83 •=_ WA NORIy MIN. LENGTH: 55' I
4. D-B 07E. PG. 83 O.B. 187, PG. 839 PC. 2. SL 46-B �i\ 1 _ 3• ] �� L� - - ~ ` (SEE DETAIL SHEET 3) 1
PC 2, SI_ 46--8 PC. 2. SL. 46-8 �1 r a o V 1�� 5' �(� i- - �
h Agd��COP
\. LOCATIONS OF EISTING PRIVATE lili 11 ` ;�4� O �MIN�
XP
WATER SUPPLY WELLS ARE I ;,� :I• \ v E j/ .}
APPROXIMATE. WELL LOCATIONS i 11 1 - !' E' ,� ]4,p• r ,( __ l 1 1`rw
1,
WERE DCTERMINED BY GARY I i1 L �f 1 L
MEIGGS THROUGH COORDINATION 1 , AlA +.
W/ ASSOCIATIVE LAND OWNERS, p'y . '
THIS INFORMATION WAS PROVIDED �f° 11 1 ♦ )
TO BPG IN GOOD FAITH AND 7O f' • PROPOSED
THE BEST OF HiS KNOWLEDGE. / ,�i� 1 ''- c" _ 'STOCKPILE AREA'
i o AREA DEDICATED FOR TEMPORARY �' ♦ E / 1 I j 1 1
STOCKPILING AND PROCESSING OF ( I \ -
t 0'� . EXCAVATED MATERIAL > b _ \ J L I ` 1 \ G
\ i ! �A _ •+ TOTAL AREA 175.981 SQ.FT./4.04 AC. • \ I PROPOSED .w RIPRAP 1 y
(STOCKPILE AREA TO BE GRADED, OUTLET APRON \ C 1 ry. SETTLING BASIN }} I c
LEVELED & PERMANENTLY VEGETATED' +. { c 1 Y
1
T4TAi LENGTH:200 FT. f ♦ 1 v
♦ 1 vo 19 COMPLETION OF MINING OPERATION, AVERAGE WiDTH:50 FT. SEE DETAIL rEE J ✓ 1 1
i FOR 5tZIN;;
♦ ` ��y 1`,11� ��•. • PART OF RECLAMATION PLAN) AVERAGE DEPTH•8.5 FT. /
TOTAL AREA: 9,464 SQ.FT./O.22 AC. ��r4 _ / 1 1
�/ \ •♦ i� r `� i ! s-. . •: Vi
(SEE DETAIL SHEET 3) L t . CJ I > ; 1 � JI
♦11 1 I (SETTUNG BASIN TO BE FILLED, _ y I C r ?J
11 .. VEGETfW1�/E'BUFFER : , GRADED LEVEL do PERMANENTLY;
1 } VEGETATED 9 COMPLETiON OF k -3 PROPOSED L — — _ ._ — _ — — — - — — — — — — — — _ — ..- _ _ _ � �_ _ —� _ —! _ _ _ _ _ _ - _ —� — _ ��— _ _ _ _ _ _ MAXIMUM BOTTOM OF MINE ELEV.: -46.0
APPROXIMATELY 75' OF EXISTING CUT -OVER , MINING OPERATION. PART OF 4 I ` L OUTLET PIPE \ 1 G
'- VEGETATION TO REMAIN AS A BUFFER TO
11 RECLAMATION PLAN) TYPt 2." RCP _ / I
s;+Y ; i-- ^RMERLY _ ADJACENT LANDOWNERS. CUT -OVER IS r % • �6 ` �I LEhGTu: 80 2:1 SIDE SLOPE
WASTE INDUSTRIES ,1 COMPOSED OF A NATURAL STAND OF MIXED _ I I IN'; INA2.0' \ F�/ i
LA#J[7 CO., LLC EXiSTLtIG EXISTING 1 1 - HARDWOODS WITH A CURRENT AVERAGE PROPOSED B. I BELOW NORMAL G
NG ;� ''„j'."` " .. -HEIGHT OF 12'. EXPECTED TIME TO MATURITY. 1 INV OU1:11.5' .�
f;.is. t.>s. PC. 167 pWELW ! DWELLING �1 f} _ _ _ - " GRAVEL ENTRANCE g SEE D�AIL SHEET 3 I I WATER LEVEL' ` 1
IS APPROXIMATELY 40 YEARS_ SILT FENCE 10 1C ) I4� 1 1 t
�/IA AE1i1A4) 1 ROAD WWIDTH.30' I ✓� - # I _ - - y
t a INSTALLED ALONG DISTURBANCE LIMITS. 1! I 3:1 SIDE SLCaPE
p \ NO TRESPASSING 1 J ` - • r. • • ,• •. . . • LENGTH:28O' `12 . - l ` L ABOVE \ 1 n
1 SIGN POSTED EI `5 {75) PARKING SPACES 13 I 1 - i 1 '
2
r ,` _ DISTURBANCE LIMITS TOTAL AREA:13,00o SO_ ./O.30 AC. A-3
EVERY 25D' - - _ �.. 1s - - - - - - - - - _ - _ - - - -' 1 - _ _I- �_ _ \ AVERRG TOP OF MINI; ELt V.: 14. 0' �y
P OPOSED 30 HA_U a
L ROAD
EXISTING DRAINAGE CANAL 1- \ IS - �• r _ L: _s ✓ : . \: -; P --—L.._.. a — — - �i1
DISTURBANCE LIMITS �I 1a'rr' ,c':'=._' z ,;. ,_.r n,. :,- __r,, _' UNI6EPROVEDROAD TPREMAIN AS PART OF RECLAMATi© a
STATE PERMIT BOUNDARY -AVG. TOP WIDTH.ao _ - - -,, �- - _ i a N
I t7...ATeD ALONG NORTHERN EXISTING 1'y1 `A - - - -
PROPOSED I NO TRESPASSING ( %
`.i�+i)tFILER OF EXtSTfNC LOCATED ALONG NORTHERN LINE AVG. DEPTH BELOW WATER:5' 1' L r - s:-- �- ` `15---- -/
F'or, ,F:ftpSA DR. GRAVEL ROAD s' OF PONDEROSA DR. EASEMENT
AVG. WATER LEVEL 12.4 36'WX27'D RCP �i :+ _ _ ` . A' y g'x16' OFFICE TRAILER W/ - t SIGN POSTED
INV. 1N:g_fi1' 1 UNEXGAVATED BUFFER TO
FLEET I FOR COiJTI fUA110N SEE SHEET 1 FOR CONTINUATION) �� _ _ ._ ._ i - - PORTA-JOHN dr ELEC. - L -_ - - - Y J -/ SOUTH EASEMENT BOUNDARY
:Fr ) { INV. OUT:9.48' r �- _ _ ' SERVICE POLE - -4&- - _ - �- EVERY 250' ♦ ♦ / 114.6'
MOW -7 PONDERr,
/; ,. I GRAVEL ROAD /f-. ; , f;, f /„ . /: ! a / i i ;,i r ,
i _ /.:EX SUNG f ,. :� 'r, r r XIS rt f..-
r ., :%', ?r/r., EXISTiN RA ROA E TLN CRA ROAD% i i r G G VEL D• G VEL z, ..
�1. ��' it .i'.: r;%- '!�
�_ _ __ ..: :SEXI NG >
i �� ors , S71 GRAVEL ROAD ,i F
.r..r 30 PERMANENT EASEMENT + �***■■�- r'a....- +- " ' -
�■-_a--�1'n+� - l��- r !•� , .w.w -, 1- �I . L T-�� r _ �� i i �w�r a> r�s i c arrN. i' % ��� i
--------_- - --- -- --- - --. - - --- - -----. _ _ --- - - - - -
ExISi1NG CANAL -.-.AMR _. - _. _. .-.. - � _ - - --
-..- - -- - _---------_--- - - -- ----- --------.--.,.----- -- --- _- -- -_ _ -- -- -- - - - _. - - - -- _ --- _ - _ - - - - -- -- _ EXISTING CANAL
EXISTING CANAL J/f EXISING CANAL
_ ..7 pr? - - - - ay r.:•_ _ _ _ - _ - - - - - � — - � _ �.. -. i- - _ v = ^ - _ _ .- � �4- - - _ �-y-...--...z�-.-TOg. �..� _ ..� �. - �f"'••w- - _ � � - - - - -�-t - .�.,..-...a �. - - �7pg -.. _ _ �. _ .�. _ ���,W,..-x`a-.�_a._,� -.. - - _ - - - - _ - - .. - - -„-^ - .,- _ - -- .,.. � -.. ... _ -.. - � - - _ - - ..- - - _ - _ 7
DISTURBANCE LIMITS -STATE PERMIT BOUNDARY- - � - _ _ - - - � � - � EnTING ` -1 - r� — _ - — — - --15-� �RIPRAP APRON `- � - - �- -y - ' - _ _ _ � _ � - = � -NO TRESPASSING- � T� -' ` --= -» _ _ _ � r _ .~ .. _ _
LUCAIi~D ALONG SOUTHERN LOCATED ALONG SOUTHERN LINE 1 LOCKABL SECURITY / - (SEE DETAIL - 1 - �� -� SIGN POSTED DISTURBANCE LIMITS STATE PERMIT BOUNDARY
SHOULDER OF EXISTING OF PONDEROSA DR. EASEMENT RTE ,- - - - - - 1 / - -y SHEET FOR Waters of the US r
- j � __ .� EVERY 250' LOCATED ALONG SOUTHERN LOCATED ALONG SOUTHERN
-'ONOEROSA OR. GRAVEL ROAD (SEE SHEET I FOR CONTINUATION) I / Ir r 1 SIZING) , t - - -� SHOULDER OF EXISTING LINE OF PONDEROSA DR.
`:,EE SHEET 1 FOR CONTINUATION I ( I I' Within the Confines of Existing Cana! \ 1 PONDEROSA DR. GRAVEL ROAD EASEMENT
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DESIGNED:
CHECKED:
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CAD FILE:
435800M 1
PROJECT NO:
4358
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NOTES!
I,' T'405E AREAS, AS DENOTED ON THE PLAN, INDICATE THE PROPOSED REGION TO BE RECLAIMED. THE
RECLAMATION PROCESS WILL BE AS FOLLOWS;
STOCKPILE AND PROCESSING AREA, SETTLING BASIN, AND BERMS TO BE LEVELED, GRADED AND
1ABILIZE0 W/ PERMANENT VEGETATION. ALL SLOPES ASSOCIATED WITH THE EXCAVATED AREA OF THE
DINE SHALL BE STABILIZED AND VEGETATED W/ PERMANENT VEGETATION NTHtN 21 DAYS OF COMPLETION
3) ANY DISTURBED LAND NOT ASSOCIATED WITH THE DAILY OPERATION OF THE MINE SHALL BE STABILIZED
aND VEGETATED W/ PERMANENT VEGETATION MTHIN 21 DAYS OF DISTURBANCE
SEEDING NOTES:
TF.e minimum requirement for reclamation Is that all disturbed areas must be stabilized with a permanent
ground cover. It is recommended that due to the close proximity of the proposed mile to the Wildlife
Msnogement Area close attention should be token In the seeding of disturbed land. Plants should provide
ares40^ control, forage, and cover for a variety of wildlife as well as allow enable native grossed to
regenerate over time.
Staged seeding is generally the most economical and efficient reclamation practice.
i-a following table provides seeding specifications for the Coastal Plain Reqlon:
Seeding Mixture
`r:pecles (ibs./ot.)
k-ocean or Kobe Lespedezo 30
ornmon Bermudogross 10
German Millet 10
1i%v (grain) 40
Seeding Notes:
^' ,,e a neat appearance 1s desired, omit Korean of Kobe Lespedezo
.Ise Common bermuciagrass only In isolated areas where it cannot become a pest. Bermudagress may be
--Placed with 5 Gentlpedegtass (5 ibs./ac-).
Nurse Plants:
P,?or to may 1 or after August 15, (temporary winter seeding)
`.feeding of Rye (groin) 9 40 lbs./Gc.
Seeding Dates-
Aug 15-May 1,
jeep nurse plants above)
Apr 1 -Aug 15.
;eromg of Garman Millet 0 10 lbs./ae.
Year Round,
re-dlrq of Korean or Kobe Lespedezo 0 30 ibs./ac.
Soil Amendments:
f;Pp.Iy lime and fertilizer according to soil tests, or apply 3,000 Ib/ac. ground agricultural limestone and
500 Ib/ac,
iri-10--10 fertilizer.
4,00D--5,600 Its./ac. grain straw or equivalent cover of another suitable mulching material. Anchor
"r,-Irh by
,,n: k;ng with alpha€l, roving, or netting, or by crimping with a mulch -anchoring tool. A disk with blades
set nearly
tr.ght can be used as a mulch -anchoring tool.
Mo>ntenance:
f�orrtiiize the following ApnI with 50 lb/ae. nitrogen. Repeat, as growth requires. May be mowed only once
a war.
^ere o neat appearance is desired, omit Sericea Lespedezo and mew as often cis needed.
EXTRA STRENGTH FILTER FABRIC
WITHOUT WIRE MESH SUPPORT
STEEL POST —
FABRIC HEIGHT: 18"-24"
ABOVEGROUND
ATTACH FILTER FABRIC
SECURELY TO UPSTREAM
SIDE OF POST
8' MAXIMUM SPACING WITH STANDARD
FABRIC R WIRE SUPPORT FENCE,
6' MAXIMUM SPACING EXTRA STRENGTH
FABRIC WITHOUT WIRE SUPPORT FENCE.
4' MAXIMUM SPACING STANDARD FABRIC
WITHOUT WIRE: SUPPORT FENCE.
STEEL POST
3F" HIGH MAXIMUM
PONDWG HEIGHT
24" FLOW
AAX
`MECHANICALLY
/ COMPACTED3 EARTH
24" MIN.
4" WIDE TRENCH WITH
COMPACTED BACKFILL
SILT FENCE INSTALLATION
NOT TO SCALE SECTION VIEW
SILT FENCE INSTALLATION SPECIRCATIONS:
1 USE SYNTHETIC NS OR
POLYESTER, WHICH TIS CERTIFIED BY THE MANUFACTURER ER FA13RIC OF AT LEAST 95% By WEIGHT OF Y NG�AS CONFORMING THE
REQUIREMENTS IN ASTM D 6461. FILTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MDNTHS OF EXPECTED
USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 1201F.
2. FENCE POSTS SHALL BE A MINIMUM OF 1.33 LB/LINEAR FT STEEL AND A MINIMUM
LENGTH OF 5 FT. WITH PROJECTIONS TO FACILITATE FASTENING THE FABRIC. WOOD
POSTS ARE NO LONGER ACCEPTABLE. POSTS SHALL BE DRIVEN A MINIMUM OF 2e
INTO THE GROUND.
3. CONSTRUCT THE SEDIMENT BARRIER OF EXTRA STRENGTH SYNTHETIC FILTER
FABRIC. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED
24 INCHES ABOVE THE GROUND SURFACE.
4, CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH
OF THE BARRIER TO AVOID JOINTS, WHEN JOINTS ARE NECESSARY, SECURELY
FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FT MINIMUM
OVERLAP TO THE NEXT POST.
5. SYNTHETIC FILTER FABRIC SHALL BE FASTENED SECURELY TO EACH FENCE POST
NTH MIN, SO LB, TENSILE STRENGTH WIRE OR ZIP TIES AT TOP, MID -SECTION AND
BOTTOM. FABRIC HEIGHT SHALL BE BETWEEN 18" MIN. TO 24" MAX. ABOVE
GROUND LEVEL ON THE UPSLOPE SIDE OF THE POSTS. EXTRA STRENGTH FILTER
FABRIC W/6' POST SPACING AND SHALL SECURELY FASTENED DIRECTLY TO POSTS,
WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 5011 TENSILE STRENGTH.
G. 12 INCHES OF FILTER FABRIC SHALL BE BURIED IN AN EXCAVATED TRENCH
APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED LINE
OF POSTS AND UPSLOPE FROM THE BARRIER. BACKFILL TRENCH WITH
MECHANICALLY COMPACTED SOIL PLACED OVER THE FILTER FABRIC, DO NOT
ATTACH FILTER FABRIC TO TREES.
7. SILT FENCE SHALL. BE INSPECTED AT LEAST ONCE A WEEK & AFTER EACH
RAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY. SHOUD THE FABRIC COLLAPSE,
TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY,
8. REMOVE SEDIMENT DEPOSITS AS NECESSARY RO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE
CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
1 REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT VEP05ITS AND BRING
THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA
HAS BEEN PROPERLY STABI17EM
I
�i L' d. l _.._ '_' 1 _�
MINIMUM
50' UNDISTRURBED BUFFER
DEWATERING PUMP
(SEE DETAIL THIS SHEET)
PROPOSED
30' HAUL ROAD AVG. EX. GRADE: 14.0' MSL 30' HAUL ROAD
MAX. MINE EOTTOM EL V.;—+46.0' MSL. ,' 3:1 SLOPE WILL BE MAINTAINED
ABOVE WATERLINE: W/2:1 SLOPE BELOW
TYPICAL MINE SECTION
NOT TC SOLE
STATIONARY CENTRIFUGAL
PUMP STATION WITH
GODWIN MODEL. M250 PUMP
PUMP RATE: 2,000 GAL/MIN
al
SEE F
9'
o
NOTED ON
PLAN SHUT)
SECTION A —A r
FLLTER CLOTH KEY IN 6"-9". RECOMMENDED FOR ENTIRE PERIiIk'I'ER
1. APRON 12MG MATERIAL IS RIP —RAP
DEWATERING DISCHARGE OUTLET APRON Z• L& TM LENcTj OF TI1E RIPRAP APRON
NOT TO SCALE (LOCATIONS AND SIZE AS DENOTED ON PLAN SHEET) 9. 9. ti d = STTONEONEI OF : E RIPRAP APRON
- TBE DIAMITEI2 ]f3 8"
APPROXIMATE EXS'NG
GROUND ELEVA77%— 14.5' MSL-k
120 DISCHARGE
PIPE
(SEE DETAIL)
RIP —RAP
OUTLET
PROTECTION
(SEE DETAIL)`
12" DISCHARGI
PIPE
(SEE DETAIL)
100.0'f
SETTLING BASIN
(SEE DETAIL THIS SHEET?
to
EXISTING
PONDEROSA DR.
30' EASEMENT
GRAVEL ROAD
30' KUL ROAD
EXISTING CANAL
X�l i
12" DIA.
DISCHARGE PIPE
SETTLING BASIN
(SEE DETAIL THIS SHEET)
PORT.4 31 V- VA
100.0't
DEWAT-RfNG PUMP
NOT TO SCALE
S aERM R � �
'NG 6
[�2-1 SLOPE BROW PERMANENT POOL
3:1 SLOPE ABOVE PERMANENT POOL
SETTLING BASIN PLAN
NOT TO SCALE PLAN VIEW
I i I I
RIP -"RAP
OUTLET
j z
PRO
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SEE DETAIL
I I I I
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RIP —RAP RIP —RAP
OUTLET OUTLET
PROTECTION PROTECTION
(SEE DETAIL EXISTING GRAVEL RD. (SEE DETAIL
THIS SHEET) 100.0' 100.0' APPROX. GRADE 16' THIS SHEET)
r PERMANENT POOL ELEVAnON � 120 MS1
`\ i \ DISCHARGE PIPE
SED1Mf NT CLEANOU SEC1?ON \� \/ 807TCU OF BASIN ELEVA77ON 6.0- MSL /�/
//j\j\\\� 801Tp1A OF CLEANOU7 \ \ \/ INV. IN: 12.4' EX) iG
iNu our 11.5' cANA�.
SETTLING BASIN SECTION
NOT TO SCALE SECTION VIEW
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DESIGNM. [sfEC,fEP.
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SHEET:
OF 3
CAD FILE:
435800MI
PROJECT NO:
4358
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NOTES:
1, DEVELOPER/MANAGER: 5513 BUZZARD NECK Rp NORTH CAROLINA, LLC
VIRGINIA BEACH. VA 23457
757--721-5823 (Office)
2. SUBJECT PROPERTY: A 113.89 AC. TRACT OF LAND LOCATED ALONG THE NORTH SIDE OF PONDEROSA DR..
APPROX. 2.7 MILES EAST OF US HWY 17 AT THE VIRGINIA/NORTH CAROLINA BORDER
PIN#:01-7082-00-68-8936-0000 AS RECORDED: D.B.247, P0.35; PB.6, SL 28
SOUTH MILLS TOWNSHIP. CAMDEN COUNTY, NORTH CAROLINA
OGGING
SUBJECT PARCEL PREPARED BY BOUNDARIES
COTT L. TEMPLE BASED
ON -RECOMBINATION
0 5 -07,T ROJECTF# 2007-047, P.O. 6. SL 28. CAMDENPCOUNTY.
ADJOINING PARCEL BOUNDARIES BASED THE FOLLOWING REFERENCES RECORDED W/ CAMDEN COUNTY REGISTER OF DEEDS:
"SAWYER STATE LINE FARM". PREPARED BY ANDREW W. PEARCE. L•-729, DATED 10-22-1979, PB. 72, PG. 6-A
*CHARLES A. & MARY L ROBERTS', PREPARED BY S. ELMO WILLIAMS, L-609, DATED 3-31-1993. PC. 2, SL 46--B
REMOTE PARCEL BOUNDARIES BASED ON THE FOLLOWING INFORMATION:
"CAMDEN YARD MATERIALS. LL.C.", PREPARED BY J. GARY GULP. L-2950. DATED 9-27-2001. PC. 3. SL. 100-8
CAMDEN COUNTY, NC - GIS/MAPPING SYSTEM (FOR REFERENCE ONLY, ACCURACY IS NOT GUARANTEED)
TOPOGRAPHIC INFORMATION BASED ON N.C.D.O.T. CONTOURS & SURVEY BY BISSELL PROFESSIONAL GROUP ON 4-16-2007,
3. TOTAL PARCEL AREA : 4,961.104 SO. FT. (113.89 AC.)
4. SITE ZONING . 1•-1, LIGHT INDUSTRIAL (TO BE REZONED W/ MINING OVERLAY DISTRICT)
5. LAND USE - EXISTING USE: AGRICULTURAL (14.100)
PROPOSED USE: MINING QUARY OPERATIONS (14.300)
5. TRACT DEVELOPMENT SUMMARY :
ENTRANCE. PARKING, & OFFICE AREA - 13,000 SQ. FT. 0.30 AC.
STOCKPILE ROCESSING AREA - 175,981 SO. F7 (4.04 AC.)
PROPOSED HAUL ROAD - 218.768 SO. FT. 5.02 AC.)
PROPOSED SETTLING POND AREA = 9,464 SO. FT. (0.22 AC.)
PROPOSED EXCAVATED AREA - 3.921.133 S6. FT. (00.02 AC.)
PROPOSED MISC. DISTURBED AREA . 210,454 So. FT. 4.83 AC.
EXISTING GRAVEL ROAD AREA = 68,560 SOFT. 1.57 AC.
TOTAL AFFECTED AREA = 4.617,360 S.F. 106 AC.
x MINING COVERAGE pF PARCEL (EXCAVATION ONLY 79.0�
7. TOTAL PERMITTED AREA : 5,070.621 SO. FT. (116.4 AC.)
a. BUFFER YARD REQUIREMENTS:
PROPOSED LAND
USE: MINING & QUARY OPERATIONS
14,,5u
ADJOINER
ADJACENT USE
BUFFER
NORTH
AGRICULTURAL
TYPE "8"
EAST
AGRICULTURAL (14,100)
TYPE "B"
SOUTH
PRIVATE R/W
TYPE "A"
WEST
SINGLE FAMILY 1.100
TYPE "A"
TYPE "A" BUFFER - OPAQUE - LANDSCAPING THAT IS OPAQUE FROM THE GROUND TO A HEIGHT OF 6'. W/
INTERMITTENT VISUAL OBSTRUCTION FROM ABOVE THE OPAQUE PORTION TO A HEIGHT OF AT LEAST 26. AN
OPAQUE LANDSCAPING IS INTENDED TO EXCLUDE COMPLETELY ALL VISUAL CONTACT BETWEEN USES AND TO
CREATE A STRONG IMPRESSION OF SPATIAL SEPARATION.
TYPE "B" BUFFER - SEMI -OPAQUE - LANDSCAPING THAT IS 50% OPAQUE FROM THE GROUND TO A HEIGHT OF
W SEMI -OPAQUE S G INTENDED TO PARTIALLY BLOCK VISUAL E PORTION TO A E
VISUAL CONTACT BETWEEN USEST OF AT ANDND
THETO
CREATE A STRONG IMPRESSION OF THE SEPARATION OF SPACES.
9. BASED
LAND RALIT HAS PHOTOGRAPHY,
S 13EENN ASSUMEDTOPOGRAPHY,
THAT THERE ARESURROUNDING
WETLANDS LOCATED MEASURES,
ON AVE)
THE HISTORICAL
SITE,
10. FEMA DATA: ALLR ROPDSED DEVELOPMENT WITHIN ZONE XU(FLOOD ONESASUBJECT TO CHANGE BYROLINA, ADOPTED O FEMA)
USE OF LAND WITHIN A SPECIAL FLOOD HAZARD AREA IS SUBSTANTIALLY RESTRICTED BY
SECTIONS 151.380 - 151.387 OF THE CAMDEN UNIFIED DEVELOPMENT ORDINANCE.
1 AWHERE TWO OR CCESS HAVING OREHE LACCESSES TO EAST NEGATIVE E MIMINGACT OPERATION
N EXIST.
TIEAFSFIC SHALL $E ROUTED TO THE
12. MINED MATERIALS SHALL NOT BE STORED IN EXCESS OF TWENTY --FIVE (25) FEET IN HEIGHT,
13, ALL TRUCKS HAULING MINED MATERIAL, (I.E. SAND, CLAY, TOPSOIL) SHALL BE COVERED V47H A TARPAULIN.
14. NO BULK WASTE, HAZARDOUS WASTE. COMMERCIAL WASTE, GARBAGE, CONSTRUCTION OR DEMOLITION WASTE
SHALL BE PLACED ON SITE,
15 250' APART INDICAING TING THATLABE POSTED AROUND THE SITE 13EINC MINED AT A MINIMUM MINING OPERATION IS BEING CONDUCTED ON THE PROPERTY.
OF
16. DRAINAGE PATTERNS SHALL NOT BE ALTERED AS TO CAUSE FLOODING OFF -SITE WHILE 114E PERMIT IS
VALID AND AFTER RECLAMATION.
NY PERSON
17. No MINING OPERATING ACTIVITIES M N NG SITELL N AD MANNER THAT CT SURROUNDING IN USE ADVERSELY AFFECTS AN N USE AWELL THROUGH
OR
CONTAMINATION OR DIMINUTION OF GROUNDWATER SHALL PROVIDE THE WELL OWNER WITH A REPLACEMENT
WATER SUPPLY OF EQUAL QUANTITY & QUALITY.
18. INSTALLATION OFMA DRY HYDRANT IF REQUESTED BY THE LOCAL. VFDPOND AREAS TO THE LOCAL . ALL VOLUNTEER �
APPLICANT WILL ASSOCIATED COSTS FOR
INSTALLATION WILL BE THE RESPONSIBILITY OF THE LOCAL VF'D.
THE MINING OPERATION CONSISTS OF A 102 ACRE MINE FOR THE EXCAVATION AND DISTRIBUTION OF SAND.
THE SITE IS LOCATED OFF OF (US HWY. 17) WITHIN THE SOUTH I.EILLS TOWNSHIP OF CAMDEN COUNTY.
NORTH CAROLINA. THE FOLLOWING DESCRIBES THE OPERATIONAL SUMMARY OF THE PROPOSED OPERATION;
1) THE ANTICIPATED AVERAGE DAILY TRAFFIC LOAD COUNT IS 10D LOADS, WITH ONE TRUCK LEAVING
APPROXIMATELY EVERY SIX MINUTES. AN OCCASIONAL LARGE JOB WILL INCREASE THE TRAFFIC LOAD
TO APPROXIMATELY 200 LOADS PER DAY, WITH ONE TRUCK LEAVING EVERY THREE MINUTES.
2)THE EXCAVATOR WILL EITHER TEMPORARILY STOCKPILE MATERIAL IN THOSE AREAS SPECIFIED OR PLACE
THE MATERIAL DIRECTLY INTO DUMP TRUCKS WHICH WILL HAUL MATERIAL TO OTHER LOCATIONS WITHIN
THE PROPOSED MINING AREA.
3) LOADNG OF SAND ON DELIVERY DUMP TRUCKS WILL BE DONE BY A RUBBER TIRE FRONT --END LOADER
AND A EXCAVATOR OPERATING AT THE MINING AREA ENTRANCE.
4) TRUCKS ENTERING THE MINING AREA WILL BE REQUIRED TO STOP AT THE OFFICE TRAILER TO RECEIVE
LOAD TICKETS AND INSTRUCTIONS UPON ENTERING AND EXITING THE MINING AREA. SPEED LIMITS HALL
BE POSTED TRUCKS THE ACCESS ROAD TO THE
WITH MINED MATERIAL MINING AREA
BEAAND WILL BE COVERED WITH ATRICTLY TARPAULIN. ENFORCED. ALL
ABLE AS
9) PROGRESSES. GROUNDRING PUMP WILL BE PROVIDED To LOWER THE STATIC S. D 5CHARGE FROM THE PUUMP WI L BE DIRECTED TO APROPOSED STETTING BASIN
LOCATED ADJACENT TD THE ENTRANCE OF THE MINE. THIS SETTLING BASIN IS PROVIDED TO REDUCE
THE AMOUNT OF SUSPENDED SOLIDS IN THE DISCHARGED GROUNDWATER PRIOR TO BEING RELEASED
INTO THE ADJOINING CANAL LOCATED ALONG THE SOUTH SIDE OF PONDEROSA DR. THIS CANAL IS
LINKED TO SEVERAL OTHER EXISTING DRAINAGE CANALS IN THE AREA AND IS DIRECTLY CONNECTED TO
THE CANAL SERVES SWAMPCANAL
PORTIONCATED ALONG THE OF THE INTERCOASTALTSIDE OF US. HWY. 17. THE WATERWAY AND S CLASSIFIEDSMAL S C;SWAMP
SW.
D OPERATED To
8) PORTIONS GRADER WILL BE PROVIDED
EXISTING PONDEROSA NMAINTAIN
A MOTOR DR. GRAVEL ROAD AS DEEMED NECESSARY.
ROAD AND
.
7) IT IS PROJECTED THAT THE NUMBER OF EMPLOYEES OPERATING AT THIS FACILITY WELL BE 15.
THE
NING SITE
8) SH LL BE ESTABLISHED BY THECA CAMDEN COUNTY BOARD LL MINING RELATED I OFECOMMISSION S AND ACTIVITIES RS, IN N1
HOURS OF OPERATION OP O CA ESHALL THE
HOURS OF OPERATION BE BEYOND DAWN TO DUSK NOR SHALL MINING ACTIVITY OCCUR ON SUNDAYS.
THE MINING OPERATION WILL CONSIST OF ENTANCE. HAUL ROAD, & SETTLING BASIN CONSTRUCTION,
STRWILL. HE STOCKPILED BINDTHE DESIGNATED SITE AREAEN. EXCAVATION, AND AFOR INTRANSPORT G OF THE IFOR GOFFeA. EXCESS MINE MATERIAL
SITE USE. DISTURBED
AREAS UNAFFECTED BY THE DAILY MINING OPERATION WILL BE ESTABLISHED WITH A VEGETATIVE COVER
OR WITHIN
APPROXIMATELYE. THE T WHICHURATION OF THE TIME RECLAMATION MINING
WLLOPERATION
TAKE ANTICIPATED TO LAST
E PLACE.
WHEN POSSIBLE, RECLAMATION SHALL BE CONDUCTED SIMULTANEOUSLY WITH THE MINING OPERATIONS.
ANNUAL RECLAMATION REPORTS SHALL BE SUBMITTED TO THE PLANNING & INSPECTIONS DEPARTMENT
WITHIN WO DAYS OF STATE SUBMISSION.
THE BULK OF THE RECLAMATION WILL COMMENCE UPON THE COMPLETION OF THE MINING OPERATION, OR
AT THE END OF A 1O--YR PERIOD. THE EXCAVATED MINING AREA WILL BE UTILIZED AS A FUTURE LAKE FOR
AGRICULTURAL AND RECREATIONAL PURPOSES. ALL STOCKPILE, OVERBURDEN. & SETTLING BASIN AREAS
WILL BE GRADED LEVEL AND STABILIZED W/ PERMANENT VEGETATION. THE HAUL ROAD WILL BE KEPT
RECLAMATIONINTACT TO PROVIDE FUTURE LAKE ACCESS,
OPERATION WITHOUT ANY PROVISIONS FOR S CWILL
PROCEED
R C D AT THE COMPLETION OF THE
A
AT COMPLETION OF RECLAMATION. IT IS ANTICIPATED THAT THE PROPERTY WILL REMAIN UNDER CURRENT
OWNERSHIP ASSUMING RESPONSIBILITY FOR ANY ON -SITE ENVIRONMENTAL POLLUTION THAT MAY OCCUR
AFTER EXCAVATION ACTIVITIES ARE COMPLETE.
These standard symbols will
F=r..FNn E,a fntEnd in the drawing.
I7
POWER POLE
•-"�•�^-
RIGHT-OF-WAY
EXISTING GRADE CONTOUR
--
C/L OF ROAD
EDGE OF PAVEMENT/GRAVEL
- - _ - _, _.
- - PROPOSED TOP OF SLOPE/TOE OF SLOPE
- • • • -- - • •
-- -• PROPOSED WATER SURFACE
---
--- MINE OVERLAY DISTRICT/DISTURBANCE LIMITS
EXISTING TREEELINE
••.
EXISTING DRAINAGE
�"--"-�
PROPOSED CULVERT (SIZE AS DENOTED)
�.�
PERMIT BOUNDARY LIMITS
X
PROPOSED SEDIMENT FENCE
EXISTING PRIVATE WATER SUPPLY WELL
PROPOSED GRAVEL ENTRANCE
PROPOSED HAUL RD.
PROPOSED STOCKPILE AREA
7 �
EXISTING GRAVEL RD. (PONDEROSA DR.)
T _ ]
EXISTING CANAL/LAKE WATER SURFACE
lam
EXISTING VEGETATIVE SCREEN
SHEET DES CRIPTI{
1 q1 TF I nr:ATI ON OVERVIEW
ECLAMATION
MINING DEVELOPMENT PLAN FOR
BRIGHT MINE - MEIGGS TRACT
SOUTH MILLS TOWNSHIP
CAMDEN COUNTY
OWNER BONNEY G. BRIGHT
MANAGER 5513 BUZZARD NECK RD.
DEVELOPER: MRGINIA BEACH. VA 23457
757-721-5823 (Office)
NORTH CAROLINA
ENGINEER: Bissell Professional Group
Murk S. Bissell, P.E.
P.O. Box 1068
Kitty Hawk, N.C. 27949
[phone]
fax: [phone]
email: morkQhissellorofessionalarouD,com
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P'�n'
03 (?7 ftE)fi+r
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. e r n,1:'=11�V1U1r'
DESIGNED: -
CGtECKEO.
BPG
MSB
DRAW.
AP('RDVED:
DMK t
MSB
SHEET:
1 3
CAD FILE:
435800M1
PRa�ECT Nb:
4358
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DB
_ _ _ _ _ _ _STATE PERMIT BOUNDARY' - - _ _ - _ _ _ - - - _ TOB
--- - _-- ---_-�,-�------- ---
\ = me==----me�- --- =-- =_= '�- -=-=--------- <_----��.v=------ ------------------------ --- - -------------- ----NORTH CAR�UNA_STATE JINE
_ _ _ _ _ _ _ _ _ _ _ _ STATE PERMIT BOUNDARY_ _ _ _
- - - TDB- - - - _ =3 - - - - � - - �- --
TED
UNDISTURBED AN BUFFER UNEXCAV CAN BUFFER MINE OVERLAY DISTRICT/DISTURB VICE LIMITS \ � )
\ Y 7' EXISTING DRAINAGE CANAL
AVG, TOP WIDTH: 20'
'y MINE VERLAY DISTRI /DISTURBANCE LIMITS AL TO CANAL ,L AVG. DEPTH BELOW WATER:3'
Z� ------------------------ ---- ---- - e----o -P - OSED 20' HAUL ROAD - — - - % AVG. WATER
F, jr--------------------=--- - - - - -\ GRAPHIC SCALE
OL \ \ I N SIGN POSTED TRESPASSING r - - _ J / - - ` I- - _ _ _ _r\\ / - J 1111
\ 2:1 SIDE SLOPE EVERY 250' / L� / etc\- - - oo D so n0 zoo aoo 11 II
\ \ BELOW NORMAL / \ J �� 11
\ WATER LEVEL; r _ _ / i \ OL yet T 11I1
N� \ . 3:1 SIDE SLOPE I \ 1 / \'
\;\ 9� \ \ ABOVE ` , IN FEET)
x h \ �1 _ _ _ _ _ t inch = 0 ft. t \ 11 I
Nay \\\ CT�\ '\\------- -- - - -- - --- MAXIMUM BOTTOM OF MINE ELEV. -4G6.0-- -- - - --
T\ yin\ ------------- - --------------- ------------------ `\-------- -- ------- --� �\.� `�iI
O \ 4 l O } II I
b \ \ ' These standard symbols will
y \ l ) '�\. 2 LEGEND be found in the drawing. I I I I
�/ Waters of the US . n G Y ( I
\ �O G y=` \ Within the Confines of Existing Canal
NCITRESPASSING
450
`mac
l
'`
NO TRESPASSING
SIGN POSTED
EVERY 250• 0-prp
\\ \ T 5 \ \ \ : L
I \Iljl
11 II
II it
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/ 1 11I1111
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( 1 I �I
\ 111\II
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7,200 LF OF SILT FENCE INSTALLED -
I ALONG DISTURBANCE LIMITS
l (SHOWN JUST OUTSIDE OF LIMITS
\ FOR CLARITY) ) A\ V A /' 1 i I (�� A / •! I f'� / I
(SEE DETAIL SHEET 3) \\ \ \ - �1 \ / \ i - _ _ Y / I 1 \ _ ;
\\ \\ -73\� \�� / // J PROPOSED MINE l r \ \ - 1 • 1 r'V"
O
\\ \ \ TOTAL=XCAVATED AREA UPON
i"- COMPLUION = 3,921,133 SQ. FT.
a\\ / J\' I �� r- � (90.02 ACRES) ,\ , � \�A
I ' MAXIMUM DEPTH: 60 Q� / (/- \ J \ (WING EXCAVATION AREA TO \ \ T
3E RECLAIMED AS A LAKE,
C P:RT OF RECLAMATION PLAN) �.
Waters of the US
Within the Confines of Existing Canal 1 �To��`%% J J L J J ( ^ \ - L \J�\ ( - i
\ I \\\ 9 \ \ \` NO TRESPASSING
\ \ SIGN POSTED
1 EVERY 250'
- ✓
EXISTING DRAINAGE CANAL I \\\ \ /\\ i ,h ` \ r \ 1 c �4''
AVG. TOP `\ \\ / \\
W1DTH:17'
AVG. DEPTH BELOW WATER:2' \� V \ I \ /��\ % 1 f 1 \ \ �` 17,200 LF \, �4- OF
DISTURBANCE SILT FENCE INSTALLED /
AVG. WATER LEVEL•11.0' P� !' -I I ALONG DLIMITS
\\\ \ ✓ / 1 q (SHOWN JUST OUTSIDE OF UMITS
FOR CLARITY)
(SEE DETAIL SHEET 3)
\ \ ` \ \ < \ NOW OR FORMERLY
CITY OF CHESAPEAKE
PROPOSED HAUL ROAD
1 / INS \ 8.520 LF. OF
UNIMPROVED HAUL ROAD
TOTAL AREA: 218,768 SO.FT./5.02 AC. 1 \ y
(UNIMPROVED ROAD TO REMAIN AS 1 r 7\
�2a Q:Q{^ \ \ PART OF RECLAMATION) \ I 44� A I f \ �t j
A - 1
kA
I a 0 R\TJ! Z
i33 Up
�o� v �
\\
NOW OR FORMERLY NOW OR FORMERLY \ \\ \ LP -.oP=uWf fC PROPOSED
NOW OR FORMERLY \ \\ � -� �` 2 / f�: DEWATERING
CHARLES A. & JAMES A. & CHARLES A. & \\ Si 46 0' DISCHARGE PIPE
MARY L. ROBERTS JULIA A. ROBERTS MARY L. ROBERTS \\, -ekow F SCop - SIZE: 12 ( d \ o
D.B. 07E, PG. 83 D.B. 187, PG. 839 D.B. 07E, PG. 83\� \ \ - 'VA NpRM , , \
PC. 2, SL 46-0 PC. 2. SL 46-B PC. 2, SL. 46-8 _ 3. �R AC MIN. LENGTH: 55' ' I
„, \ AI i S/D �fvEt �. \ ` (SEE DETAIL SNEET 3) 4"
ABpECOp / 1
LOCATIONS OF EXISTING PRIVATE ,\\\ \ • . J'": • •. • p Op ot` M/Ne f -y / I - , �, o• \ \\ c
WATER SUPPLY WELLS ARE
APPROXIMATE. LOCATIONS
WERE DETERMINED
BY GARY
MEIGGS THROUGH COORDINATION I \\ \ L• ' • ,1 ••,•' • • ..-HA
W/ ASSOCIATIVE LAND OWNERS. 60x' J \ \\ \ .'q O ' , ):... •, ' •• • ' GOAD - _ , '\ \ o
THIS INFORMATION WAS PROVIDED n
TO BPG IN GOOD FAITH AND TO / \\ \ N\ . , \ •. ; PROPOSED
�•._ \ THE BEST OF HIS KNOWLEDGE. • •STOCKPILE AREA' `.
AREA DEDICATED FOR TEMPORARY
STOCKPILING AND PROCESSING
\I I ( \ \ \ \ t1 may 9�• `.: ,ATERIAL
TOTAL REA 17 981EXCAVATED MSO.FT./4.04 AC. •• ' �•\ .. • •PROPOSED\\\---"�"`\\\••• - RIPRAP
ri \\ \ t =vyc•,••• • • ; (STOCKPILE AREA TO BE GRADED, 1J • SETTLING BASIN - WF APR
1 i ♦ \,\\\\/�! - r' '� _ LEVELED &PERMANENTLY VEGETATED' TOTAL LENGTH:200 FT. (SEE DETAIL SHEF'
`• .y ,.."O COMPLETION C MATIOINING OPERATION, •• AVERAGE W1DTH:5G FT. : FOR SIZING) %-
/ PART OF RECLAMATION PLAN) ,
1�. •' „ AVERAGE DEPTH: 8.5
TOTAL AREA: 9,464 SO. FT./0.22 AC. 1 J
\ \A \ '� r--. _.•�: (SEE DETAIL SHEET 3) \ ` ) 11 I / \ zp
\ . \
(SETTUNG BASIN TO BE FILLED, \ / VEGETA41VL BUFFER ❑ LEVELP NEVI Y--------------------`_ - l-------------- .- _ . CT I .: •. GRADED
O COMPLETION F ; I _3 I PROPOSED - _ _ - - _ _ _ _ _I _ _ _ - - _ _ _ _�_ MINE ELEV.: 46 0'
1 _ _ y _ MAXIMUM BOTTOM OF \
\ \ - APPROXIMATELY 75' OF EXISTING CUT -OVER MINING OPERATION, PART OF <� - Y`
\\ _ VEGETATION TO REMAIN AS A BUFFER TO RECLAMATION PLAN y I 1 TYPE: 2 PIPE
NOW OR FORMERLY I I \ \
WASTE INDUSTRIES \ \ ADJACENT LANDOWNERS. CUT -OVER IS ) ; - 1 TYPE: 2i RCP Q G
\ COMPOSED F A NATURAL STAND F MIXED '•' �. _6 \ LENGNBO' / I /� 2:1 SIDE SLOPE \ 2
LAND CO., LLC -AISTING EXISTING \ 1 HARDWOODS WITH A CURRENT AVERAGE PROPOSED 8 I I ' INV. h..12.0' \ ' r\ BELOW NORMAL \ - G 9
D.B. )B4, PG. 167 OWELUNG i DWELLING �\ •. -HEIGHT OF 12'. EXPECTED TIME TO MATURITY. I g 1 INV. OLT 11.5' I WATER LEVEL; \ '
GRAVEL ENTRANCE 10 0 \(SEE DETAI, SHEET 3) 4./ _ T 3:1 510E SLOPE
VIA AERIAU r IS APPROXIMATELY 40 YEARS. SILT FENCE ROAD WIDTH: A
INSTAUED ALONG DISTURBANCE LIMITS. `,' ,• 1/ I ` - f �' - ABOVE \ y� / \ NO TRESPASSING (\ ., • LENGTH:280' l \ \ \
SIN POSTED b1 \ l'R DISTURBANCE LIMITS • • TOTAL A EA:PI3R000G50. SPACES
AC."1a I r - - L / I \ J EVERY 25D'
^_\8�- ^--+«- ts- \\'---- - - - -- - - -- --`-- - -/ -- - --- --` - -----AVERAG TOP OF MINE ELEV.: 14.0'\.
_ I
DISTURBANCEEXISTING DRAINAGE CANAL - _� - :'� 1 � ` .PROPOSED 30 HAUL ROAD 1
LIMITS - _ _ - - ' W7 \ d ,, <;, —- -1 ROAD - - - — - -
LOCATED ALNG NORTHERN STATE PERMIT BOUNDARY AVG. TOP DTH.30 NG _ , . ,;-„ _„ _ -.�, _ :_ ;;,,; •,- >..._ < %„r err. ` , - MPROVEU TQ REMAIN AS PART OF RECLAMATIO / o
SHOULDER OF EXISTING LOCATED ALONG NORTHERN LINE AVG. DEPTH BELOW WATER:5' EXIST \\\ N I„ , `t-r_�. - - ... e-- - r PROPOSED - -HS- "--/ N
6- 36"AX27 D RCP - - M:: NO TRESPASSING - PONDEROSA DR. GRAVEL ROAD OF PONDEROSA DR. EASEMENT AVG. WATER LEVEL12.4' \\ \\ l /
6-' - \ I , , . '_ 8'.16' Of•T'ICE TRAILER W/ _ .
SEE SHEET i FOR CONTINUATION) SEE SNEET 1 FOR CONTINUATION INV. IN:9 61'�� \\ •,, \ =:'- _ �; _ \ SIN POSTED \ UNEXCAVA71-D BUFFER TO
) ( ) _ _INY. OUT:9 48 ) - �- - -.` - - - PORSERNCE POLE C \--' - - - - - - -' - - - - J / ` \ SOUTH EASEMENT BOUNDARY
/ _
_ EVERY 250'
6'
zr.. r.:r /„/i2iEXISTNG GRAVEL ROAD.:%s /,�ii%/�; U.! i7, c; /! i. i <✓ /: - i / ..n. ,. •`— —
/ r..//, i . /.. ...lily,.//,EXISTING GRAVEL ROAD..�,i,.,,, z.-;. / / -- -- --
--� ..� . �- -'- PERMANENT EASE EN �_� 1 1 __ z.; ,, ,; <, <ExIS11NG GRAVEL ROAD /z�i.?%i,/ < /.,z,: ;,;� /,,,, /,/ / '�,' .�:>
--: _ iii�l��= s�.�r�7�t1�•= - " - 1p6^ -� �� �'�- r _. 1 _� ,'�" .: r , r,,EXISTNC GRAVEL ROAD r , , 5
(30 E - - --��..t-=ill i�F _'{- - i .n,,.. „ .:,I „zz; ;z ..
_ EXISTING CANAL -_- - - - - - - -__ - - - - - - _ _ - - - -._ - - - - --..-..- - - - - - - - -,_ _ __ --5--- — — - - I �-_.iY�wr� _+•` _
lJ;,
Jl�t/
- - _ - _ - - -. _ _-. - - -. _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ - - - _ _ _ _ _. _ _ _ _ _ - _ _ - _ _ _ - - - -. _. _ _ - EXISTING CANAL EXISTING CANAL --. -
_ _TDB - - - - _=-R.-.�.�-�-� - r- - _ c _ - �" - _ - rr= _-...� o - _ _ _ _ _ _ _ - - _ _ - - - _. _ - _ -. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ K - _ _ _ _._ _ _ _ _ _ _ _ _ _ _ _ _._._ _ _ - - _ _ EXISTING CANAL
DISTURBANCE LIMITS STATE PERMIT BOUNDARY' - 'E7snNc - �� _-'----- y 0B-- ----------- - - - - --------- - - - - -- -- ------
- '- _ _ - � _~� -14- - f �" _. _ _ _ _ _ .� - -� NO TRESPASSING - -� - - - _
/ LOCATED ALONG SOUTHERN - - - LOCATED ALONG SOUTHERN UNE _ 1 LOCKABE SECURITY , / - - - - �\ RIPRAP APRN
/ SHOULDER OF EXISTING OF PONDEROSA DR. EASEMENT \ \,A� _ _ _ _ _ \ _ _ - - - -� (SEE DETAIL ' - \ \ - -44- SIGN POSTED DISTURBANCE LIMITS STATE PERMIT BOUNDARY
< PONDEROSA DR. GRAVEL ROAD (SEE SHEET i FOR CONTINUATION) I I > / V { SHEET FOR _ _ WatCLS Of ihC US 1 r % EVERY 250' LOCATED ALONG SOUTHERN LOCATED ALNG SOUTHERN
\(SEE SHEET i FOR CONTINUATIN - 1 ( _ - I SIZING) r �, I _ _ f\ / I SHOULDER OF EXISTING LINE OF PONDEROSA DR,
Within the Confines Of Existing Canal ♦ \ PONDEROSA DR. GRAVEL ROAD EASEMENT Of
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DESIGNED:
oNECKED:
BPG
MSB
DRRM
APPROVED:
DMK
MSB
SHEET'
2 3
OF
CAD FILE:
435800MI
PROJECT NO:
4358
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NOTES:
1) THOSE AREAS, AS DENOTED ON THE PLAN. INDICATE THE PROPOSED REGION TO BE RECLAIMED. THE
RECLAMATION PROCESS WiLL BE AS FOLLOWS;
2) STOCKPILE AND PROCESSING AREA, SETTLING BASIN, AND BERMS TO BE LEVELED, GRADED AND
STABILIZED W/ PERMANENT VEGETATION. ALL SLOPES ASSOCIATED WITH THE EXCAVATED AREA OF THE
MINE SHALL BE STABILIZED AND VEGETATED W/ PERMANENT VEGETATION WITHIN 21 DAYS OF COMPLETION
3) ANY DISTURBED LAND NOT ASSOCIATED WITH THE DAiLY OPERATION OF THE MINE SHALL BE STABILIZED
AND VEGETATED W/ PERMANENT VEGETATION WITHIN 21 DAYS OF DISTURBANCE.
SEEDING NOTES:
The minimum requirement for reclamation Is that all disturbed areas must be stabilized with a permanent
ground cover. It is recommended that duo to the close proximity of the proposed mine to the Wildlife
Management Area close attention should be taken in the seeding of disturbed land. Plants should provide
erosion control, forage, and cover for a variety of wildlife as well as allow enable native grossed to
regenerate over time.
Staged seeding is generally the most economical and efficient reclamation practice.
The following table provides seeding specifications for the Coastal Plain Reqlon:
Seeding Mixture
Species
Korean or Kobe Lespedeza 30
Common Bermudograss 10
German Millet 10
Rye (groin) 40
Seeding Notes:
Where a neat appearance Is desired, omlt Korean of Kobe Lespedeza
Use Common Bermudagross only In isolated areas where it cannot become a pest. Bermudogross may be
replaced with 5 Centlpedegross (5 lbs./oc.).
Nurse Plants:
Prior to May 1 or after August 15, (temporary winter seeding)
Seeding of Rye (grain) 0 40 lbs./ac.
Seeding Oates:
Aug 15—May 1,
(see nurse plants above)
Apr 1—Aug 15,
Seeding of German Millet 0 10 lbs./ac.
Year Round,
Seeding of Korean or Kobe Lespedeza 0 30 lbs./ac.
Sall Amendments:
Apply lime and fertilizer occording to soli tests, or apply 3,000 Ib/ac, ground agricultural limestone and
500 Ib/oc.
10-10-10 fertilizer.
Mulch:
Apply 4,000-5,000 lb./ac. groin straw or equivalent cover of another suitable mulching material. Anchor
mulch by
tacking with aspholt, roving, or netting, or by crimping with a mulch --anchoring tool. A disk with blades
set nearly
straight con be used as a mulch -anchoring tool.
Maintenance.
Refertnize the following April with 50 lb/oc. nitrogen. Repeat. ms growth requires. May be mowed only once
a year.
Where (I neat appearance is desired, omit Sericea Lespedeza and mow as often os needed.
EXTRA STRENGTH FILTER FABRIC
WITHOUT WIRE MESH SUPPORT
STEEL POST-----,,
FABRIC HEIGHT: 18"-24"
ABOVE GROUND
ATTACH FILTER FABRIC iW
SECURELY TO UPSTREAM
SIDE OF POST
8' MAXIMUM SPACING WITH STANDARD
FABRIC & WIRE SUPPORT FENCE.
V MAXIMUM SPACING EXTRA STRENGTH
FABRIC WITHOUT WIRE SUPPORT FENCE.
4' MAXIMUM SPACING STANDARD FABRIC
WITHOUT WIRE SUPPORT FENCE.
STEEL POST
36" HIGH MAXIMUM
DING HEIGHT
1
24" FLOW
4AX .09
MECHANICALLY
COMPACTED EARTH
FMimm
L�"L- 4" WIDE TRENCH WITH
COMPACTED BACKFILL
SILT FENCE INSTALLATION
NOT TO SCALE SECTION VIEW
SILT FENCE INSTALLATION SPECIFICATIONS:
1. USE SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR
POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER AS CONFORMING TO THE
REQUIREMENTS IN ASTM D 6461. FILTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED
USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 1207.
2. FENCE POSTS SHALL BE A MINIMUM OF 1.33 LB/LINEAR FT STEEL AND A MINIMUM
LENGTH OF 5 FT. WiTH PROJECTIONS TO FACILITATE FASTENING THE FABRIC. WOOD
POSTS ARE NO LONGER ACCEPTABLE. POSTS SHALL BE DRIVEN A MINIMUM OF 24"
INTO THE GROUND.
3. CONSTRUCT THE SEDIMENT BARRIER OF EXTRA STRENGTH SYNTHETIC FILTER
FABRIC, ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED
24 INCHES ABOVE THE GROUND SURFACE.
4, CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH
OF THE BARRIER TO AVOID JOINTS, WHEN JOINTS ARE NECESSARY, SECURELY
FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FT MINIMUM
OVERLAP TO THE NEXT POST.
5. SYNTHETIC FILTER FABRIC SHALL BE FASTENED SECURELY TO EACH FENCE POST
WITH MIN. 50 LB. TENSILE STRENGTH WIRE OR ZIP TiES AT TOP, MID —SECTION AND
BOTTOM. FABRIC HEIGHT SHALL BE BETWEEN 18" MIN. TO 24' MAX. ABOVE
GROUND LEVEL ON THE UPSLOPE SIDE OF THE POSTS. EXTRA STRENGTH FILTER
FABRIC W/6' POST SPACING AND SHAD. SECURELY FASTENED DIRECTLY TO POSTS.
W1R£ OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50# TENSILE STRENGTH.
6. 12 INCHES OF FILTER FABRIC SHALL BE BURIED IN AN EXCAVATED TRENCH
APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED LINE
OF POSTS AND UPSLOPE FROM THE BARRIER. BACKFILL TRENCH WITH
MECHANICALLY COMPACTED SOiL PLACED OVER THE FILTER FABRIC. DO NOT
ATTACH FILTER FABRIC TO TREES.
7. SILT FENCE SHALL_ BE INSPECTED AT LEAST ONCE A WEEK & AFTER EACH
RAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY. SHOUD THE FABRIC COLLAPSE,
TEAR, DECOMPOSE OR BECOME INEFFECTIVE. REPLACE IT PROMPTLY,
8. REMOVE SEDIMENT DEPOSITS AS NECESSARY RO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE TAKE
CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
9. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING
THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA
HAS BEEN PROPERLY STABILIZED.
N
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50' UNDISTRURBED BUFFER
ROAD AVG. EX. GRADE: 14.0' MSL
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ELEV.: -46.0' MSL
TYPICAL MINE SECTION
NOT TO SALE
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PROPOSED
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FLEX PIPE
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SETTLING BASIN
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PROJECT NO:
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